20171122 Ver 2_GUC BPDP for PN_20200123

ID#* 20171122 Version* 2
Select Reviewer:*
Katie Merritt
Initial Review Completed Date 01/23/2020
Mitigation Project Submittal - 1/23/2020
Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No
Type of Mitigation Project:*
r Stream r Wetlands W Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Raymond Holz
Project Information
...................................................................................
ID#:* 20171122
Existing IDY
Project Type:
Project Name:
County:
Email Address:*
[e-mail]
Version:
*2
Existing Version
r DMS r Mitigation Bank
GUC Nutrient Offset & Buffer Mitigation Bank
Parcel
Pitt
Document Information
Mitigation Document Type:*
Mitigation Plans
File Upload: GUC BPDP NCDWR 2017-1122v2 For Public
33.62M6
Notice_01-23-2019.pdf
Rease upload only one RDF of the conplete file that needs to be subnitted...
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Print Name:* Raymond Holz
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Bank Parcel Development Package
GUC NUTRIENT OFFSET AND BUFFER MITIGATION BANK PARCEL
Tar -Pamlico River Basin
NCDWR ID#: 2017-1122v2
t
Bank Parcel Sponsor
Restoration Systems, LLC
POC: Raymond Holz ([e-mail])
o Ph: 919-755-9490
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
January 23, 2020

Table of Contents
1.0
Introduction.....................................................................................................................................................3
1.1
Bank Sponsor......................................................................................................................................4
1.2
Project Location & Fee -Simple Ownership.........................................................................................4
1.3
Directions to Parcel from Raleigh: ...................................................................................................... 4
1.4
Parcel Overview..................................................................................................................................5
1.5
Historic Land Use................................................................................................................................7
2.0
Project Area — Current Conditions..................................................................................................................8
2.1
Physiography.......................................................................................................................................8
2.2
Soils.....................................................................................................................................................8
2.3
Existing Vegetative Communities.......................................................................................................8
2.4
Parcel Design and Implementation Constraints.................................................................................9
2.4.1 Existing Piedmont Natural Gas Company, Inc. (PNG) Easements..........................................9
2.4.2 Existing Utility Line..............................................................................................................10
2.4.3 Threatened and Endangered Species..................................................................................10
2.4.4 Cultural Resources...............................................................................................................10
2.4.5 Irrigation Infrastructure (Figure 4).......................................................................................11
3.0
Restoration Plan............................................................................................................................................11
3.1
Project Schedule...............................................................................................................................12
3.2
Construction Activities (Figure 6)......................................................................................................13
3.3
Permitting.........................................................................................................................................14
3.4
Planting Plan.....................................................................................................................................15
3.5
Parcel Protection & Easement Boundaries.......................................................................................17
3.6
As -Built Report/s...............................................................................................................................17
4.0
Monitoring and Maintenance Plan...............................................................................................................17
4.1
Monitoring Protocol & Success Criteria............................................................................................17
4.2
Parcel Maintenance..........................................................................................................................18
4.3
Long Term Management Plan...........................................................................................................18
5.0
Financial
Assurance.......................................................................................................................................19
6.0
Mitigation Potential......................................................................................................................................19
6.1
Phase 1 Mitigation Potential.............................................................................................................20
6.2
Phase 2 Mitigation Potential.............................................................................................................21
7.0
References
.....................................................................................................................................................22
Appendix
Appendix A: Figures and Photographs
Figure 1—
Parcel Location / Service Area
Figure 2
— USGS Topography
Figure 3
— NRCS Soil Survey
Figure 4
— Current Conditions
Figure 5
— Project Phasing & Easement Labeling
Figure 6
— Phase 1 & 2 Restoration Plan
Figure 7
A-C — Phase 1 Credit Determination
Figure 8
A-B — Phase 2 Credit Determination
Figure 9
— Monitoring
Appendix B: NCDWR Correspondence
Appendix C: Environmental Records, Scoping Letters, & PNG Easement Information
Appendix D: Permitting References
FEMA Flood Insurance Rate Map of NC, Panel 2566 & 2565
NC Sedimentation Pollution Control Act of 1973
Appendix E: Existing Site Photos
GUC Bank Parcel Development Plan Table of Contents
Tar -Pamlico River Basin 8-Digit HUC: 03020103

Bank Parcel Development Package
GUC Nutrient Offset and Buffer Mitigation Bank Parcel
Pitt County, NC — Tar -Pamlico River Basin
1.0 Introduction
The GUC Nutrient Offset and Buffer Mitigation Bank Parcel ("Parcel" or "Site") is proposed under the
terms and conditions of the GUC Riparian Buffer and Nutrient Offset Mitigation Banking Instrument, made
and entered into on __,_by Restoration Systems, LLC (RS), acting as Bank Sponsor (Sponsor), and
the North Carolina Department of Environmental Quality (NCDEQ), Division of Water Resources (DWR).
The Parcel shall be planned and designed according to the MB1, 15A NCAC 0213.0258,15A NCAC 0213.0240,
and the Consolidated Buffer Mitigation Rule 15A NCAC 02B .0295, which became effective on November
1, 2015.
Located in Pitt County North Carolina, the project encompasses 97.09 acres of historic pasture and
irrigated biosolids lands for the City of Greenville Waste Water Facility. The project will restore the riparian
areas along three (3) unnamed tributaries and two (2) surface water conveyances (ditches) with direct
hydrologic connection to Tar River. The primary purpose of the Parcel is to provide riparian buffer
mitigation credit and nutrient offset credits for stormwater requirements within the United States
Geological Survey (USGS) Cataloging Unit 03020103.
The Site is comprised of three separate tracts situated just north of the Tar River. Currently, Site tracts are
subject to an existing 50-foot Piedmont Natural Gas Company, Inc. (PNG) Easement. The subject easement
is for PNG Line 42, DWR Permit No. 2012-1024 v7, and runs roughly east to west across Site parcels. In
addition, a new PNG easement and gas line (Line 24— DWR 2018-1640 — 401 approval on 04-26-2019) will
begin construction in September 2019 and will likely conclude two to three months later. Construction
associated with the Line 24 will require a temporary construction easement on a portion of land slated to
be incorporated into the Bank Parcel. Subsequently, implementation of the Bank Parcel will occur under
a two phased approach. Phase 1, will include those Parcel easement tracts situated safely away, at a
minimum 200-feet, from the construction limits of Line 24, and Phase 2 which will include the remaining
acreage. RS will not begin any riparian site work within Phase 2 of the project until DWR has verified in
writing that PNG is compliant with applicable permits for the pipeline constructed on the Parcel and the
temporary PNG easement is abandoned.. Table 1 details each phase's size.
Table 1: Bank Parcel Phases & Tract Sizes
Phase
Easement Tract No.
Acreage
Total Phase Acreage
Phase 1
1
8.43
68.02
2
7.89
3
23.01
4
28.69
Phase 2
5
10.36
29.07
6
7.89
7
10.82
Total =
97.09
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 3

Each phase will have its own credit release schedule for milestones met in accordance with the GUC
Mitigation Banking Instrument (MBI). Details regarding project phasing are provided in Section 3.0 —
Restoration Plan and Section 6.0 — Mitigation Potential.
NCDWR representatives Katie Merritt and Chris Pullinger conducted an onsite determination for parcel
applicability and suitability on November 11, 2017. Follow-up information was provided to Katie Merritt
on January 22, 2019 and a Site Viability for Buffer & Nutrient Offset was provided by the Division on March
25, 2019 (Appendix B).
RS will secure a conservation easement to preserve the Site in perpetuity, and restrict any development
that would impair or interfere with the conservation values of the Parcel. Per the referenced Mitigation
Banking Instrument (MBI) above, RS will arrange the transfer of the conservation easement and its
interests in perpetuity to a qualified holder under N.C. General Statute ("G.S.") 121-34 et seq. and 170(h)
of the Internal Revenue Code prior to the end of the fourth year monitoring period. The holder shall be a
land trust or stewardship program accredited by the Land Trust Accreditation Commission and/or
approved by DWR. A land trust must be certified under 501(c) (3) of the Internal Revenue Code and must
have the qualifications outlined in G.S. 105-130.24 and G.S. 105-151.12.
1.1 Bank Sponsor
The Site is proposed by Restoration Systems, LLC (RS). Contract information for RS is provided below;
Restoration Systems, LLC
Attention: Raymond Holz
1101 Haynes Street, Suite 211
Raleigh, NC 27604
[e-mail]
919.755.9490
1.2 Project Location & Fee -Simple Ownership
The Parcel is located approximately 4.5 miles east of Greenville in Pitt County, NC (Figure 1, Appendix A)
and within the municipal boundaries of Greenville. The City of Greenville (City) is the current fee -simple
owner of tracts associated with the Bank Parcel, which were historically used as agricultural fields by
private landowners, as biosolid irrigation fields for the City's Waste Water Treatment Plant, and most
recently again as agricultural fields. The Parcel is within the Tar -Pamlico River Basin 14-digit USGS
Cataloging Unit 03020103070030 of the Middle Atlantic Coastal Plain (North Carolina Division of Water
Quality [NCDWQ] Sub -basin Number 03-03-05) (Figure 1, Appendix A). Fee simple ownership and details
are provided in Table 2.
Table 2: Bank Parcel Fee Simple Ownership
Owner Name
D.B/Pg.
NC PIN#
Acreage
City of Greenville
J45 / 527
5607389713
68.46
City of Greenville
236 / 573
5607586918
161.71
City of Greenville
250 / 354
5607886517
336.64
1.3 Directions to Parcel from Raleigh:
- Get on 1-440 E from Capital Blvd
- Follow US-264 E to US-264 W (Greenville)
- Take Old Pactolus Rd 3.2 miles — Parcel is located on your right
Latitude: 35.603194°
Longitude:-77.294509°
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 4

1.4 Parcel Overview
The Site encompasses three tracks of land, totaling 574.58 acres of historic agricultural land and includes
two (2) surface water conveyances (ditches) with direct hydrologic connection to two (2) 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 (Figure 1, Appendix A).
Parcel surface water conveyances and unnamed tributaries have been cleared of vegetation by historical
agricultural practices and maintained as cleared ditches. Small pockets of disturbed forests do remain on
Site; located at the top of Feature 2, alongthe margins of Feature 5, and in the southeast corner of Feature
8. Existing dirt roads, a powerline, and a small dilapidated agricultural building are located on the property
and will either be outside of proposed restoration areas, relocated, or removed completely from the
Parcel's footprint.
NCDWR representatives Katie Merritt and Chris Pullinger conducted an onsite determination for parcel
applicability and suitability on November 11, 2017. Following -up information was provided to Katie
Merritt on January 22, 2019 and a Site Viability for Buffer & Nutrient Offset was provided by the Division
on March 25, 2019 and revised on May 29, 2019 (Appendix B). A summary of parcel features, viability,
and their association with project phasing is provided in Table 3.
Table 3. Project Features Descriptions
DWR
Project
In Field
*Buffer Credit
Nutrient Offset
Viability Letter Notes
Feature ID
Phase
Classification
Viability
Viability
on Vegetation
1
NA
Ditch
No
No
No
2
Phase 1
Stream
Yes
Yes (non -forested
Yes **
areas only)
5
Phase 2
Ditch
No
Yes*
No
6A
Phase 2
Ditch
No
Yes
No
Yes (non -forested
6B
Phase 2
Stream
Yes
areas only)
Yes ***
Yes (non -forested
7A
Phase 1 & 2
Stream
Yes
areas only)
Yes **
Yes (non -forested
7B
Phase 1
Stream
Yes
areas only)
Yes ***
Yes (non -forested
8
Phase 1
Stream
Yes
areas only)
Yes ***
* Note: This feature may be impacted by the PNG Line 42 maintenance easement & the proposed
PNG line 24. Therefore, it cannot be used as a Restoration Site until compromised culverts are
replaced or removed, overhead utilities removed, and PNG Line 24 has been constructed, & PNG no
longer needs their construction easement.
** Note: Features 2 and 7-A had areas of "Forested Fringe" identified in the March 25th, 2019 Site
Viability Letter. These areas are detailed extensively in the existing site photos of Appendix E.
Additional narrative for each Feature is provided below.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 5

Feature 2 (Images 1— 6 of Appendix E):
An existing forested area is located along the left bank of Feature 2 at the downstream,
southern end of the Feature (Figure 6). In addition, there is an existing forest at the northern
end of the Feature. Per the 15A NCAC 02B .0295, these two areas are eligible to generate
Riparian Buffer Preservation (Figure 7A).
Below the existing forest of Feature 2 (northern end of Feature), the modified stream banks
stabilized with existing woody vegetated (Image 4 and 5 of Appendix Q. From the top of the
modified stream's bank landward, the Riparian Zone is devoid of any woody vegetation, and a
farm road exits just 15-feet from the bank's edge. Per the 15A NCAC 02B .0295, the Feature
meets the definition for a Restoration Site.
Feature 7A (Images 13 and 14 of Appendix E):
The margins along Feature 7A's top of bank or "fringe" is characterized by sporadic trees, some
of which are greater than 4" at DBH, however many are not. When woody species over 4" at
DBH are present, they are located directly on the top of the Feature's bank, or along the bank
itself (Image 17 and 18). Images 7 and 8 also show how sporadic 'forested' vegetation is along
the Feature. Native river cane has established within the first 5'-10' of the Feature along with
other herbaceous and invasive species (Japanese privet). The remaining Riparian Zone is void of
any woody vegetation. Per the 15A NCAC 02B .0295, the Feature meets the definition for a
Restoration Site.
A single area of existing forest does exist is at the transition of Feature 6B and 7A (background
of Image 10 and 11). The forest is located immediate southeast of the transition point. This area
was evaluated during the site visit with DWR but was not included in the final Bank Parcel
footprint.
*** Note: Features 613, 713, & 8 had identified areas of existing forest.
Feature 613:
A single area of existing forest does exist is at the transition of Feature 6B and 7A (background
of Image 10 and 11). The forest is located immediate southeast of the transition point. This area
was evaluated during the site visit with DWR but was not included in the final Bank Parcel
footprint.
Feature 713:
The margins of Feature 713, are consistent with those described above for Feature 7A (Images 15
and 16 of Appendix Q. Top of bank or "fringe" is characterized by sporadic trees, some of which are
greater than 4" at DBH, however many are not. When woody species over 4" at DBH are present,
they are located directly on the top of the Feature's bank. The remaining Riparian Zone is void of
any woody vegetation. Per the 15A NCAC 02B .0295, the Feature meets the definition for a
Restoration Site.
Existing forest begins on the left bank of Feature 7B after the confluence with Feature 8. This area
was not included in the final Bank Parcel Footprint.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 6

Feature 8:
An existing forest is located along Feature 8's left bank and right bank along the bottom % of the
Feature. The Bank Parcel only incorporates the right bank of the feature. Where existing forest is
present, and per the 15A NCAC 02B .0295, the existing forested areas are eligible to generate
Riparian Buffer Preservation. Per the 15A NCAC 02B .0295, the remainder of the Riparian Zone
meets the definition for a Restoration Site.
1.s Historic Land Use
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. Class B 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. 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, the Greenville Utility
Commission (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, to haul
dewatered biosolids to a regional composting facility in Chatham County. Since 2004, the GUC has
maintained the property in its 1989 — 2004 condition to once again irrigate Class B biosolids waste again
if desired. 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.
Table 4. 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.
Coastal Bermuda grass has been maintained across the site, select herbicides
2004—Present
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.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 7

2.0 Project Area — Current Conditions
2.1 Physiography
The Parcel encapsulates a heavily modified headwater stream system within the Middle Atlantic Coastal
Plain. Specifically, Ecoregion IV - 63e Mid -Atlantic Flatwoods that occupies the middle portion of the
coastal plain in northern North Carolina and southern Virginia. Upland surfaces are wider, lower in
elevation, with less local relief, and have more poorly drained soils compared to Ecoregion 65m - Rolling
Coastal Plain (Griffith et al. 2002).
The watershed is dominated by agricultural land, fringe forests, and impervious surfaces associated single
family homes and roads — Figure 3 Appendix A. Surrounding area land use is primarily row -crop
agriculture, with some low density residential housing and cattle pasture.
2.2 Soils
A detailed soil report for the Parcel was produced using the Natural Resource Conservation Service's
(NRCS) Web Soil Survey. Based on the custom Pitt County report, the Parcel contains eleven soil series
outlined in Table 5. A detailed review of Parcel soils is provided in Appendix C.
Table 5: Parcel Soils
Map Unit
Symbol
Map Unit Name
Percent of
Bank Parcel
Hydric
Soil Rating
A B
g
Alaga loamy sand, banded substratum, 0 to 6 percent slopes
(Alpin)
10.9
No
AIB
Altavista sandy loam, 0 to 4 percent slopes
1.5
No
Bb
Bibb complex
0.6
Yes
LaB
Lakeland sand, 0 to 6 percent slopes
22.7
No
Oe
Olustee loamy sand, sandy subsoil variant (Murville)
6.3
Yes
Os
Osier loamy sand, loamy
33.8
Yes
Pa
Pactolus loamy sand
7.2
No
Po
Portsmouth loam
2.8
Yes
Tu
Tuckerman fine sandy loam (Yonges)
7.4
Yes
WaB
Wagram loamy sand, 0 to 6 percent slopes
7.9
No
2.3 Existing Vegetative Communities
Agricultural fields account for nearly 100 percent of the Parcel's current land use. These areas are
dominated by Costal Bermuda grass. Forests immediately adjacent to the Parcel and along the margins of
some Parcel features, have been heavily manipulated over the years and are mainly comprised of primary
successional species, i.e. red maple (Acerrubrum), sweetgum (Liquidambarstyraciflua), and tulip poplar
(Liriodendron tulipifera). Minimal amounts of invasive species have been documented within and adjacent
to the Parcel and include Chinese privet (Ligustrum sinense) and multiflora rose (Rosa multiflora).
Undisturbed reference forest conditions adjacent to the site, or within a reasonable distance, could not
be located. Given the Parcels physiography and drained hydric soil condition, RS has determined a mix of
Brownwater Bottomland Hardwoods (High Subtype) and Mesic Mixed Hardwood Forest (Coastal Plain
Subtype) is the most appropriate reference forest (Schafale, M.P. and A.S. Weakley. 2012). Table 6A and
6B outline the species included in this reference forest ecosystem.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 8

Table 6A: Reference Forest Ecosystem — Canopy Species (Schafale, M.P. and A.S. Weakley. 2012)
Brownwater Bottomland Hardwoods (High Subtype)
Mesic Mixed Hardwood Forest (Coastal Plain Subtype)
Canopy Species
American sycamore (Platanus occidentalis)
Tulip poplar (Liriodendrum tulipifera)
Sugarberry (Celtis laevigata)
Florida maple (Acer floridanum)
Green ash (Fraxinus pennsylvanica)
White oak (Quercus alba)
River birch (Betula nigra)
Northern Red Oak (Quercus rubra)
Red maple (Acer rubrum)
Swamp chestnut oak (Quercus michauxii)
Boxelder (Acer negundo)
Cherrybark oak (Quercus pagoda)
Bitter pecan (Carya aquatica)
Shagbark Hickory (Carya ovata)
Sweetgum (Liquidambarstyraciflua)
Southern red oak (Quercus falcate)
American beech (Fagus grandifolia)
Table 66: Reference Forest Ecosystem — Canopy Species (Schafale, M.P. and A.S. Weakley. 2012)
Brownwater Bottomland Hardwoods (High Subtype)
Mesic Mixed Hardwood Forest (Coastal Plain Subtype)
Understory Species
Pawpaw (Asimina triloba)
American hophornbeam (Ostrya virginiana)
Ironwood (Carpinus caroliniana)
Sourwood (Oxydendrum arboreum)
Flowering dogwood (Cornus florida)
American hornbeam (Carpinus caroliniana)
American Holly (Ilex opaca)
Silky camellia (Stewartia malacodendron)
Swamp Bay (Persea palustris)
2.4 Parcel Design and Implementation Constraints
The presence of conditions or characteristics that have the potential to hinder restoration activities on
the Parcel were evaluated. The evaluation focused primarily on the presence of hazardous materials,
utilities and restrictive easements, rare/threatened/endangered species or critical habitats, the potential
for hydrologic trespass, and existing utility easements. Existing information regarding Parcel constraints
was acquired and reviewed including an Environmental Records Report developed by Environmental Data
Resources Inc. which located no evidence of environmental risk associated with the Parcel (Appendix D).
In addition, any Parcel conditions that have the potential to restrict the restoration and implementation
were documented during the field investigation. A summary of findings is below.
As a result of our review and field surveys, no known Parcel constraints exist that may hinder proposed
restoration activities.
Potential constraints reviewed include the following;
2.4.1 Existing Piedmont Natural Gas Company, Inc. (PNG) Easements
Site parcels are subject to an existing 50-foot PNG Easement (D.B. 3075 Pg. 123-126 and D.B. 3075 Pg.
127-130 - Appendix D). The existing easement is for PNG Line 42, DWR Permit No. 2012-1024 v7, and runs
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 9

roughly east to west across the Bank Parcels. The proposed conservation easement for the Bank Parcel
excludes any area where the existing easement for Line 42 intersects with Parcel Features.
In addition, a new PNG easement and gas line (Line 24 — DWR 2018-1640 — 401 approval on 04-26-2019)
will begin construction in September 2019 and will likely be concluded two to three months later.
Construction associated with the Line 24 will require a temporary construction easement on a portion of
land slated to be incorporated into the Bank Parcel; subject areas fall within Phase 2 of the Parcel. Upon
completion of Line 24, and final PNG easement will be deeded, and the temporary construction easement
will be removed. At which time, RS will confirm the PNG easement, revise the Phase 2 easement as
necessary, and record the permannt conservation easement for Phase 2.
Both PNG easements have been surveyed by a licensed land surveyor (John Rudolph — K2 Design Group:
L-4194), and will not be included in the Bank Parcel's conservation easement. Furthermore, IRS will apply
a 5-foot buffer from the PNG easement to the Bank Parcel's easement to prevent encroachment.
2.4.2 Existing Utility Line
Adjacent to Feature 6A, is a non-functioning GUC powerline, which runs to a dilapidated farm building
also located adjacent to Feature 6A (Phase 2). GUC will remove the powerline and abandon the 30-foot
utility easement prior to placement of the conservation easement associated with Phase 2 of the Bank
Parcel.
2.4.3 Threatened and Endangered Species
Species with the classification of Endangered (E), Threatened (T), or officially Proposed (P) for such listing
are protected under the Endangered Species Act of 1973 (ESA), as amended (16 U.S.0 1531 et seq.). Five
species are federally listed within the Parcel boundaries for Pitt County by the United States Fish and
Wildlife Service (USFWS) (USFWS 2008), and are listed below.
Table 7: USFWS FSC Species List
Common Name
Scientific Name
West Indian Manatee
Trichechus manatus
Red -cockaded Woodpecker
Picoides borealis
Atlantic Pigtoe
Fusconaia masoni
Dwarf Wedgemussel
Alasmidonta heterodon
Tar River Spinymussel
Elliptio steinstansana
Based on communications with the USFWS, there are no critical habitats within the project area. The
biological conclusion of the proposed mitigation activities is, no effect on species listed above and will
result in positive benefits for these species through improved habitat and water quality (Appendix D).
2.4.4 Cultural Resources
The term "cultural resources" refers to prehistoric or historic archaeological sites, structures, or artifact
deposits over 50 years old. "Significant" cultural resources are those that are eligible or potentially eligible
for inclusion in the National Register of Historic Places. Evaluations of site significance are made with
reference to the eligibility criteria of the National Register (36 CFR 60).
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 10

Field visits were conducted in February of 2019 to ascertain the presence of structures or features that
may be eligible for the National Register of Historic Places. No structures were found. An online search
using the North Carolina State Historic Preservation Office's (SHPO) Web GIS Service
(http://gis.ncdcr.gov/hpowebn and the National Register of Historic Places GIS Search
(https://www.nps.gov/maps/full.html?mapld=7ad17cc9-b808-4ff8-a2f9-a99909164466) identified zero
structures within the Parcel boundaries, or within 1 mile of the Parcel. Furthermore, communication
with the SHPO (Appendix D) concluded, "We have determined that the project as proposed will not have
an effect on any historic structures."
2.4.5 Irrigation Infrastructure (Figure 4y
Irrigation infrastructure previously used for the irrigation of biosolids by the City of Greenville's
Wastewater Treatment Plant will remain on the property. All such infrastructure is located outside of the
proposed conservation easement areas. Landuse outside of the easement areas are expected to stay in
agriculture, and as such, the irrigation infrastructure will remain to support those activities. The use of the
subject tracts of land including the easement areas for biosolid application has not occurred since 2004,
and will not occur within the easement at any point moving forward.
3.0 Restoration Plan
The primary goals associated with the restoration of riparian areas within the Bank Parcel will focus on
improving water quality, enhancing flood attenuation, and restoring wildlife habitat. The Project goals for
each Phase are identical, while the Restoration Plan for each differ only with regards to the removal of
existing infrastructure. These goals will be achieved through the creation of a forested riparian buffer
adjacent to stream channels and a forested riparian area along agricultural ditches. Goals will be
accomplished by the following.
1. Removing nonpoint sources of pollution associated with agricultural production, including a)
ceasing the broadcast application of class B biosolids, fertilizer, pesticides, and other agricultural
materials into and adjacent to Parcel surface water conveyances (ditches) and streams b)
providing a restored buffer to filter runoff from adjacent lands.
2. Reducing sedimentation within onsite and downstream receiving waters by reducing bank
erosion, vegetation maintenance, and agricultural land disturbances.
3. Promoting floodwater attenuation by increasing frictional resistance of floodwaters crossing
Parcel floodplains.
4. Improving aquatic habitat by enhancing stream bed shading and natural detritus input.
5. Providing a terrestrial wildlife corridor and refuge in an area extensively developed for agricultural
production.
6. Restoring and re-establishing natural community structure, habitat diversity, and functional
continuity.
7. Protecting the Parcel's riparian buffer functions and values in perpetuity.
Primary components of the Restoration Plan include: 1.) Removal of an existing, abandoned farm building
adjacent to feature 6B & removal of a powerline adjacent to features 6A and 613, 2.) Removal of existing
compacted earth roads adjacent to features 6A, 613, and 8, 3.) Removal of four culverts, 4.) Parcel -wide
soil preparation & herbaceous vegetation treatment, 5.) Riparian area restoration (replanting) extending
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 11

from the top of bank (TOB) out 200' where applicable and, 6.) Parcel protection in perpetuity through a
conservation easement. Table 8 details the Restoration Plan action associated with each Phase.
Table 8: Restoration Plan Activities
Restoration
Plan Activity
Phase 1
(Figure 6, Appendix A)
Phase 2
(Figure 6, Appendix A)
1.) Removal of existing dirt roads
adjacent to Parcel Features 6A, 66
1.) Removal of existing dirt roads
2.) Removal of two existing culverts at
adjacent to Parcel Features 2 & 8
the confluence of Features 5 and
Removal of
6A
Existing
2.) Removal of two existing culverts
Infrastructure
at the confluence of Features 76
3.) Removal of an existing, abandoned
and 8
farm building adjacent to feature
66
4.) Removal of a powerline adjacent
to features 6A and 66
1.) Parcel -wide soil preparation
1.) Parcel -wide soil preparation
herbaceous vegetation treatment
herbaceous vegetation treatment
ahead of planting
ahead of planting
2.) Establishment of a native
2.) Establishment of a native
herbaceous community via site-
herbaceous community via site -
Riparian
specific seed mix*
specific seed mix*
Restoration
3.) Establishment of a native hardwood
3.) Establishment of a native hardwood
forest via planting of bare -root
forest via planting of bare -root
saplings from the top of bank out a
saplings from the top of bank out a
maximum of 200' along Parcel
maximum of 200' along Parcel
Features.
Features.
* Permanent Seed Mix: RS will include both native grasses and forbs, with a variety of annual and
perennial plants known to benefit wildlife and pollinators. The grass seed component will focus
on low growing species which favor the establishment of the target forest community, particularly
species such as purpletop (Tridens flavus) and bentgrass (Agrostis hyemalis). The forb component
will include a diverse mixture of native and naturalized forbs and wildflowers, including fifteen or
more species.
3.1 Project Schedule
Phase 1 restoration are planned to being in the winter of 2019 with planting occurring in early spring of
2020 (February/March). A Phase 1 project timeline is provided below (Table 9) and includes restoration
plan activities and project milestones. RS is unable to accurately predict a project schedule for Phase 2, as
it is dependent upon completion of the PNG Gas Line 24. RS will provide DWR with written updates
regarding the status of Phase 2 as it becomes available.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 12

Table 9: Phase 1 Project Schedule
Activity / Milestone
Date
Parcel protection via conservation easement
Q12020
Removal of powerlines, culverts, old ag. buildings, and impervious roads
Q12020
Soil preparation
Q12020
Planting
Q12020
As -Built
Q2 2020
Year 1 monitoring
Q4 2020
Year 2 monitoring
Q4 2021
Year 3 monitoring
Q4 2022
Year 4 monitoring
Q4 2023
Year 5 monitoring
Q4 2024
Closeout
Q12025
3.2- Construction Activities (Figure 6)
Three primary construction activities will occur onsite, 1.) Removal of an existing, abandoned farm
building adjacent to feature 613 & removal of a powerline adjacent to features 6A and 613, 2.) Removal of
existing compacted earth roads adjacent to features 6A, 613, and 8, 3.) Removal of four culverts.
Upon the removal of the powerline, abandoned agricultural building, and existing compacted earth roads,
the Parcel will be treated to remove established coastal Bermuda grasses. A pre -emergent herbicide will
be used to treat existing seed sources of undesirable herbaceous species. The Parcel will then be disked,
and allowed to reset prior to planting. Based on observations and possible soil tests, RS will be proactive
to address areas where additional soil amendments may be required.
Four culverts will be removed, two between features 5 and 6A, and two between features 713 and 8.Once
removed, the side slopes will be graded to match existing slopes at approximately a five to one (5:1) slope.
Matting, native seed mix, and live stakes will be used to stabilize the stream banks and to avoid erosion,
providing long-term stability. Where necessary, black willow live stakes will be used to naturally stabilize
the banks throughout the Parcel for the long-term.
Prior to planting, Parcel areas, will be ripped and scarified in linear bands perpendicular to the direction
of surface water flows. The established microtopography on leveled surfaces will promote diffuse flow
and surface water storage throughout the floodplain.
Impacts to Waters of the US as a result of construction activities are summarized in Table 9.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 13

Table 9: Summary of Impacts
Activity
Project
Phase
Location
Feature Types
Temporary
Impacts
Reasoning
2 - Connection
Unnamed
Culverts are no longer
Phase 1
between Feature
Tributaries
needed. Removal will
Removal of
7B and 8
+/-100 I. ft. of
ensure flow is not
four existing
Stream Bank
impeded, reduce the risk
culverts
2 — Connection
(Stabilization)
of hydrologic trespassing,
Phase 2
between 5 and
Ditch
& improve state waters
6A
(15A NCAC 02B .0211(2)).
3.3 Permitting
Activities outlined above do not require a permit or written notification to any regulatory agencies, i.e. US
Army Corps of Engineers, NCDWR, FEMA, and/or Pitt County. Reasoning for each is summarized below:
USACE —
Under no applicable USACE Permit do the construction activities summarized in Table 9 warrant
a USACE permit or consultation. Construction activities to Waters of the US will be far less than
thresholds which require consultation, i.e. 300 I. ft. to stream beds and 500 I. ft. to stream banks.
(h ttp://www. saw. usace. army. mil/Missions/Requl atory-Permit-Pro pram/Permits/2017-
Nation wid e-Permits/).
NCDWR —
Under no applicable NCDWR Permit do the construction activities summarized in Table 8 warrant
a NCDWR permit or consultation. Parcel visits with NCDWR Staff were conduction on November
11, 2017.
FEMA—
The Parcel is located within the Special Flood Hazard Area (SFHA) zone AE (1% annual chance of
flooding) and also Zone X (.2% annual chance of flooding) as a result of the Parcel's proximity to
Tar -Pamlico River (Flood Insurance Rate Map [FIRM] NC, Panel 5607 J, 5608 K, and 5617 J).
FEMA coordination/review is conducted at the county level. Regulated activities within mapped
FEMA areas are discussed under Pitt County Planning & Development Services Ordinance No. 4
(https://www. pittcountync. gov/DocumentCenter/View/797/Flood-Damage-Prevention-
Ordinance-PDF?bidld=). Pitt County ordinances are specifically tied to substantial improvements
or new construction / development, not the removal of structures. Furthermore, there is no
restriction on plowing, or planting trees within Zone AE or Zone X if baseline flood elevations have
been determined.
In summary, the Parcel is located in FEMA Special Flood Hazard Area Zone AE and Zone X. Pitt
County, NC does not prohibit plowing and/or planting trees in such an area and therefore, FEMA
coordination is not required.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 14

Land Quality: Sediment and Erosion Control —
The NC Sedimentation Pollution Control Act of 1973 governs all land disturbing activities except
agriculture and mining, which is regulated by the Mining Act of 1971. The restoration activities
proposed at the Parcel fall under the agricultural exemption. Light disking within the project
footprint will be done in a way that will reduce any excess runoff into waterbodies. A vegetated
strip along existing ditches and other waterbodies will be kept in place to further manage any
excess sediment from leaving the Parcel. The Parcel will be planted in temporary ground cover for
soil stabilization and reduction of sediment loss during rain events. The referenced Act is provided
in Appendix F.
3.4 Planting Plan
Restoration of the riparian area allows for recolonization and expansion of characteristic species across
the landscape. The riparian areas will be restored in accordance to 15A NCAC 02B .0295. The planting
plan for the entire riparian restoration area (Phase 1 and 2), includes planting native bare root hardwood
and shrub saplings across 86.36 acres at a Parcel density of 750 stems per acre and live stakes for stream
bank stabilization where necessary. Community associations utilized in the proposed planting plan below
include 1.) Brownwater Bottomland Hardwoods (High Subtype) and 2.) Mesic Mixed Hardwood Forest
(Coastal Plain Subtype) (See Schafale 2012). Species composition is intentionally diverse and while based
on these communities, also accounts for local observations and nursery availability.
All species are proposed based on their ability for sediment stabilization, rapid growth rate, the ability to
withstand hydraulic forces associated with flood events, suitability to specific soil types, and site
conditions. Trees will be mixed thoroughly before planting to provide a diverse and random planting of
across the site. Planting will occur at a density sufficient to meet the performance standards outlined in
the Rule 15A NCAC 02B .0295 of 260 trees per acre at the end of five years. No one tree species will be
greater than 50% of the established stems. Tree species proposed for planting are detailed in Table 9A.
Site preparation will also be conducted to promote tree establishment and reduce potential competition
from non-native invasive species and other undesirable weedy species. Existing dense turf grasses will be
controlled to facilitate planting. This process will include the application of an herbaceous seed mix
including diverse native wildflowers and grasses which will serve as a nurse crop for the planted trees and
provide additional functional uplift to the site during its time as an open canopy stand.
Tables 10A and 1013 provide a detailed planting list broken out by Phase.
Space Purposefully Left Blank
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 15

Table 10A: Proposed Hardwood Bare Root Planting Plan by Species*
Common Name
Scientific Name
Tree/
Shrub
Phase 1
(60.3 ac.)
Phase 2
(26.06 ac.)
Total
of
Total
Planted
Trees
River birch
Betula nigra
Tree
41000
1,200
5,200
8.64%
Ironwood
Carpinus caroliniana
Tree
1,300
700
2,000
3.32%
Mockernut hickory
Carya tomentosa
Tree
700
300
1,000
1.66%
Sugarberry
Celtis laevigata
Tree
2,400
900
3,300
5.48%
Red bud
Cercis canadensis
Tree
800
300
1,100
1.83%
Persimmon
Diospyros virginiana
Tree
800
400
1,200
1.99%
Tulip poplar
Liriodendron tulipifera
Tree
3,400
1,800
5,200
8.64%
Red mulberry
Morus rubra
Tree
1,200
400
1,600
2.66%
Black Gum
Nyssa sylvatica
Tree
3,400
1,700
5,100
8.47%
Sycamore
Platanus occidentalis
Tree
3,400
1,800
5,200
8.64%
Cherry
Prunus serotina
Tree
700
400
1,100
1.83%
White oak
Quercus alba
Tree
11400
800
2,200
3.65%
Swamp white oak
Quercus bicolor
Tree
11400
700
2,100
3.49%
Laurel oak
Quercus laurifolia
Tree
800
400
1,200
1.99%
Overcup oak
Quercus lyrata
Tree
21000
1,000
3,000
4.98%
Swamp chestnut oak
Quercus michauxii
Tree
2,500
800
3,300
5.48%
Water oak
Quercus nigra
Tree
21200
800
3,000
4.98%
Cherrybark oak
Quercus pagoda
Tree
2,200
800
3,000
4.98%
Willow oak
Quercus phellos
Tree
1,500
800
2,300
3.82%
Red oak
Quercus rubra
Tree
21200
800
3,000
4.98%
Shumard oak
Quercus shumardii
Tree
1,500
600
2,100
3.49%
American elm
Ulmus americana
Tree
2,200
800
3,000
4.98%
Total
42,000
18,200
60,200
100%
*Note: Species availability may result in the substitution of regionally appropriate native species.
In addition to the above listed native hardwoods trees, the Sponsor proposes the planting of several
different species of native shrubs, aiding in the developing of a robust, ecologically sound riparian buffer.
Shrub species will count towards success criteria per the Consolidated Buffer Mitigation Rule 15A NCAC
02B .0295 (November 1, 2015). It is anticipated that planting of shrub species will occur at an average
density of 53 stems per acre. Table 1013 details the type and amount of shrub species identified for
planting.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 16

Table 10B: Proposed Shub Bare Root Planting Plan by Species*
Tree/
Phase 1
Phase 2
% of Total
Common Name
Scientific Name
Total
Planted
Shrub
(60.3 ac.)
(26.06 ac.)
Shrubs
Chinkapin
Castanea pumila
Shrub
100
100
200
4.26%
Cepholanthus
Buttonbush
Shrub
600
200
800
17.02%
occidentalis
Silky dogwood
Cornus amomum
Shrub
500
200
700
14.89%
Hawthorn
Crataegus marshallii
Shrub
700
200
900
19.15%
Crabapple
Malus angustifolia
Shrub
400
200
600
12.77%
Chickasaw plum
Prunus angustifolia
Shrub
300
200
500
10.64%
Elderberry
Sambucus conadensis
Shrub
700
300
1,000
21.28%
Total
3,300
1,400
4,700
100%
*Note: Species availability may result in the substitution of regionally appropriate native species.
3.5 Parcel Protection & Easement Boundaries
Prior to the release of any credits, from either Phase, RS will record a permanent conservation easement
at the Pitt County Register of Deeds sufficient to ensure protection, operation and maintenance of
restored riparian buffers and other riparian areas in perpetuity.
The form of the conservation easement shall be consistent with the standards employed by the State of
North Carolina in the protection of restored riparian buffers and riparian areas and shall be approved by
the DWR prior to the release of any credits.
Parcel easement boundaries will be identified in the field to ensure clear distinction between the Parcel
and adjacent properties. Boundaries may be identified by cattle fence, marker, bollard, post, tree -blazing,
or other means as allowed by Parcel conditions and/or conservation easement, and will be installed
before the submittal of the As -Built Report. Boundary markers disturbed, damaged, or destroyed will be
repaired and/or replaced on an as needed basis. The easement boundary will be checked annually as part
of monitoring activities and reported to NCDWR.
3.6 As -Built Report/s
An As -Built report/s will be submitted to DWR for both Project Phases (1 and 2) documenting the
completion of the Site's Restoration Plan. RS reserves the right to submit one As -Built Report to document
the completion of Site construction for both Phase 1 and Phase 2 if the construction of each phase begins
and ends at the same time. Or, RS must submit two separate As -Built Reports to document the completion
of Site construction for Phase 1 and for completion of Site construction for Phase 2 if construction of the
phases occurs at different times. All As -Built Reports shall reflect the Phase for which it is being submitted.
4.0 Monitoring and Maintenance Plan
4.1 Monitoring Protocol & Success Criteria
Restoration monitoring procedures for vegetation at each Phase will monitor plant survival and species
diversity. Quantitative sampling will include eighty-seven (87 [Phase 1 = 61 Plots & Phase 2 = 26)
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 17

permanent 10 x 10 meter vegetation plots as outlined in the CVS Level 1-2 Protocol for Recording
Vegetation, Version 4.2 (Lee et al. 2008) and will occur no earlier than Fall of each year (Figure _ -
Monitoring Plan). A reference photo will be taken from the origin point of each plot. All planted stems in
the plots will be marked with flagging tape and recorded. Data collected will include: species, height,
planting type (planted stem and/or volunteer). Monitoring of the restoration efforts will be performed for
five years or until success criteria are fulfilled. Restoration Systems shall submit to NCDWR annual
monitoring reports for both Project Phases (1 and 2), no later than December 31st of each year. Each
report will document the success of the vegetation and any maintenance, supplemental planting, or
encroachment within the easement areas. Success criteria within the buffer and nutrient offset
restoration areas will be based on the survival of planted species at a density of 260 stems per acre after
five years of monitoring. If monitoring for both Phase 1 and Phase 2 begin and end at the same time, RS
may submit one monitoring report to represent both Phase 1 and Phase 2. All monitoring reports shall
reflect the specific Phase for which it is being submitted.
The first annual monitoring activities will commence at the end of the first growing season, at least five
months after planting has been completed.
4.2 Parcel Maintenance
A remedial action plan will be developed and implemented with the approval of NCDWR in the event the
Parcel or a specific component of the Parcel fails to achieve success criteria as outlined above. Other
vegetation maintenance and repair activities may include pruning, mulching, and fertilizing. In the event
that exotic invasive plant species require treatment, such species will be controlled by mechanical
(physical removal with the use of a chainsaw) and/or chemical methods (aquatic approved herbicide) in
accordance with North Carolina Department of Agriculture (NCDA) rules and regulations.
If mowing is deemed necessary by the Sponsor during the monitoring period, the Sponsor must receive
approval by the DWR prior to any mowing activities within Zone 1 and Zone 2 of the Neuse buffers along
UT2 to ensure that no buffer violations have been performed. Failure to receive approval to mow within
the Tar -Pamlico buffer as defined in 15A NCAC 02B .0258 by the DWR, could result in Tar -Pamlico buffer
violations and violations of the conservation easement. If necessary, the Sponsor will develop a species -
specific control plan.
4.3 Long Term Management Plan
The conservation easement will preserve all areas, and prohibit all use of the property inconsistent with
its use as mitigation property, including any activity that would materially alter the biological integrity of
the Site/Parcel. RS will transfer or assign the conservation easement and its interests in perpetuity to a
qualified holder under NC General Statute ("GS") 121-34 et seq. and 170(h) of the Internal Revenue Code
prior to the submittal of the Year 4 Monitoring Report. The holder shall be a land trust or stewardship
program that is accredited by the Land Trust Accreditation Commission and/or has been approved by
DWR. A land trust must be certified under 501(c)(3) of the Internal Revenue Code.
Space Purposefully Left Blank
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 18

5.0 Financial Assurance
As stated in the GUC Riparian Buffer and Nutrient Offset Mitigation Banking Instrument, dated _
to -be signed ;
RS will secure all financial assurances according to the MBI. RS will secure a performance bond for
each phase of the Bank Parcel if applicable. No bond shall be less than $150,000 to cover costs of
construction and no less than $100,000 to cover monitoring expenses.
Monitoring bonds shall be renewed with confirmation of renewal provided to DWR with each annual
monitoring report for each phase. DWR reserves the right to alter the credit release schedule if
monitoring reports are submitted without proof of bond renewals.
6.0 Mitigation Potential
DWR has determined the nitrogen and phosphorous abatement of restored riparian areas to be 2,273.02
lbs. per acre for nitrogen and 146.4 lbs. per acre for phosphorous as agreed to in the GUC MBI. Riparian
buffer credits will be measured by the hundredth of an acre and converted into square feet. Mitigation
potential for each Project Phase, is detailed below.
The Parcel will generate 86.14 acres of restored riparian area within a 97.09-acre Parcel. The Parcel will
preserve 2.31 acres of riparian area.
Tables 11A, 11B, 12A, and 12B, outline the components and mitigation credits to be generated within
each Parcel Phase. Tar -Pamlico riparian buffer mitigation credit generated along Features 2, 6B, 7A, 7B, &
8 (all unnamed tributaries) can be used for either riparian buffer credits or nutrient offset credits, but not
both. For purposes of this BPDP, RS has chosen to designate the riparian areas from top -of -bank to 100'
as Riparian Buffer Credit and areas from 101'-200' as Nutrient Offset Credit. Riparian Buffer Credits can
be converted and transferred to Nutrient Offset Credits on this Site. However, conversions of Nutrient
Offset Credits from areas 101'-200' to Riparian Buffer Credits will not occur.
Nutrient offset credits (nitrogen and phosphorous) generated along the two surface water conveyances
(ditches), Features 5 and 6A, are not able to be converted into buffer mitigation credits. RS must request
and receive approval of the transfer of any mitigation credits from DWR prior to adding or removing
credits from the ledgers. The Sponsor will maintain three credit ledgers per Phase. One ledger will account
for riparian buffer credits, one will account for nitrogen nutrient offset credits, and one will account for
phosphorous nutrient offset credits. All mitigation credit assets shall be shown on these credit ledgers.
Space Purposefully Left Blank
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 19

6.1 Phase 1 Mitigation Potential
Table 11A: PHASE 1— Components and Mitigation Credits
Phase 1 - Credit Determinations - Riparian Buffer Credit (RBC)
Feature Mitigation
Mit.
Percent
Riparian Zone Feature
Credit Type
Acreage
Credit (Sq. Ft.)
Type Type
Ratio
Credit
Zone A (0-50') 2 Stream RR
No Credit: Less Than 20-Feet
0.05
0
0%
0.00
Zone A (0-50') 2 Stream Pres.
No Credit: Non -Continuous
0.03
0
0%
0.00
Zone B (51-100') 2 Stream Pres.
No Credit: Non -Continuous
0.08
0
0%
0.00
Zone B (51-100') 2 Stream RR
No Credit: Non -Continuous
0.11
0
0%
0.00
Zone C (101-200') 2 Stream RR
No Credit: Non -Continuous
0.11
0
0%
0.00
Zone C (101-200') 2 Stream Pres.
No Credit: Non -Continuous
0.06
0
0%
0.00
0.44
0.00
Zone A
Zone A (20-29')
2
Stream
RR
RBC
0.01
1
75%
326.70
Zone A (0-50')
2, 7A, 713, 8
Stream
RR
RBC
14.66
1
100%
638,589.60
Zone A (0-50')
2,8
Stream
Pres.
RBC
1.32
10
100%
5,749.92
15.99
644,666.22
Zone B
Zone B (51-100')
2, 7A, 713, 8
Stream
RR
RBC
15.51
1
100%
675,615.60
Zone B (51-100')
2,8
Stream
Pres.
RBC
0.14
10
100%
609.84
15.65
676,225.44
Zone C
Zone C (101-200')
2
Stream
Pres.
RBC
0.14
10
33%
6,098.40
Phase 1 - Credit Determinations - Nutrient Offset Credit (NOC)
Riparian Zone Feature Feature Mitigation
Type Type
Zone C (101-200') 2, 7A, 713, 8 Stream RR NOC
* Pres. = Preservation
RR = Riparian Restoration
TOTAL RBC - Phase 1 32.22 1,326,990.06
Credit Type Acreage Mit. Percent Credit (N. @ Credit (P. @
Ratio Credit 2,273.02 Ibs. / Ac.) 146.4 lbs. / Ac.)
29.93 1 100% 68,031.49 4,381.75
TOTAL NOC - Phase 1 29.93 68,031.49 4,381.75
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 20

6.2 Phase 2 Mitigation Potential
Table 1113: PHASE 2 — Components and Mitigation Credits
Phase 2 - Credit Determinations - Riparian Buffer Credit (RBC)
Riparian Zone
Feature
Feature
Mitigation
Credit Type
Mit.
Acreage
Percent
Credit (Sq. Ft.)
Type
Type *
Ratio
Credit
Zone A (0-50')
5 Ditch
Pres. No Credit: Existing Forest
0.27 0
0% 0.00
Zone A
Zone A (0-50')
6B, 7A Stream
RR RBM
2.11 1
100% 91,911.60
Zone B
Zone B (51-100') 6B, 7A Stream RR RBM 1.99 1 100% 86,684.40
TOTAL RBC - Phase 2 4.37 178,596.00
Phase 2 - Credit Determinations - Nutrient Offset Credit (NOC)
Feature Mitigation Mit. Percent Credit (N. @ Credit (P. @
Riparian Zone Feature Type Type * Credit Type Acreage Ratio Credit 2,273.02 Ibs. / Ac.) 146.4 lbs. / Ac.)
Zone A
Zone A (0-50') 5, 6A Ditch RR NOC 4.79 1 100% 10,887.76 701.25
Zone B
Zone B (51- No. 6A Ditch RR NOC 4.87 1 100% 11,069.60 712.96
100')
Zone C
Zone C (101- 5, 6A, 6B, Ditch RR NOC 12.30 1 100% 27,958.14 1,800.72
200') 7A
TOTAL NOC - Phase 2 21.96 49,915.50 3,214.93
* Pres. = Preservation
RR = Riparian Restoration
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 21

7.0 References
Schafale, M. P. and Weakley, 2012. A Classification of the Natural Communities of North Carolina, Fourth
Approximation.
USDA, Soil Conservation Service, 1974. Soil Survey of Pitt County, NC.
GUC Bank Parcel Development Plan
Tar -Pamlico River Basin 8-Digit HUC: 03020103 pg. 22

Appendix A: Figures and Photographs
Figure 1—
Parcel Location / Service Area
Figure 2
— USGS Topography
Figure 3
— NRCS Soil Survey
Figure 4
— Current Conditions
Figure 5
— Project Phasing & Easement Labeling
Figure 6
— Phase 1 & 2 Restoration Plan
Figure 7
A-C — Phase 1 Credit Determination
Figure 8
A-B — Phase 2 Credit Determination
Figure 9
— Monitoring
GUC Bank Parcel Development Plan Appendices
Tar -Pamlico River Basin 8-Digit HUC: 03020103

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WAYNE Pitt County, NC
Service Layer Credits: Sources: Esri, HERE,
DeLorme, Intermap, increment P Corp., Latitude: 35.6031940
GEBCO, USGS, FAO, NPS, NRCAN, Longitude:-77.2945090
GeoBase, IGN, Kadaster NL, Ordnance
Survey, Esri Japan, METI, Esri China (HLENOIR
ong
Kong), swisstopo, Mapmylndia,
OpenStreetMap contributors, and the GIS
User Community
CUMBERLAND
1 JONES
HO Legend
Bank Parcel Service Area: Tar -Pam River Basin USGS HUC 8-Digit: 03020103
0 Tar -Pam River Basin USGS HUC 6-Digit: 030201
O NC River Subbasins: USGS 8-Digit HUCs ONSLOW
R O
NC County Boundaries
i i a
PENDER
GATES
CURRITUCK
HERTFORD
CAMDEN
PASQUOTANK
PERQUIMANS
CHOWAN
BERTIE
TYRRELL
I11 N WASHINGTON
EN I
BEAUFORT
HYDE
PAMLIC
Directions to Parcel from Raleigh:
-[]Get on 1-440 E from Capital Blvd
-[]Follow US-264 E to US-264 W (Greenville)
131 -[]Take Old Pactolus Rd 3.2 miles — Parcel is located on your right
RESTORATION SYSTEMS, LLC SCALE:1 in = 12 miles
1101 HAYNES ST, SUITE 211 DATE: 06-2019
Figure 1:
H, NC 27604
90 SITE
: :
PHONE [phone] GUC-00
Parcel Location & Service Area
FAX : [phone]
rns map aid u d- ... t—,d n pp1,d d o w v. R , s sy LLC ­ ...lv
dIam po roryr d ma9 r dry b, v na<may e ne se or dismay I­c
w s " rea[dd d�� r y da[z," dM1 Id b os d h. It IsptM1 p dsp ,ssbf b - p op,r—so
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Aerial Imagery: ) ESRI
Coordinate System:
Y
NAD 1983 SP NC FIPS 3200 Ft.
n'
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r
/t,4�
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• ti
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Site Feature #1
Ditch
(USGS Not Depicted)
Mobile H MA4
Park __-)_'
J45 / 527
Sewage
�'- Disposal
rir
Site Feature #6A
Ditch
(USGS Depicted)
It
New Belden
,f—
': Greenville
Gutf Course �
110
' 1y Site Feature #5 -
r- Ditch
(USGS Depicted)
4L I!�t
7-2
D.B/Pg.
236 / 573
_ Site Feature #2
Stream
- (USGS Depicted)
Site Feature #61B
Ab Stream
. r-+• J $ _ (USGS Depicted)
Legend
OSubject Fee Simple Parcels tiY
x Bank Parcel Features 5 thru 7b Start and Stop Locations
• Bank Parcel Features
�d
Surface Water Conveyance (Ditch) r--�
• � Unnamed Tributary (Stream)—�
Proposed Conservation Easement: 97.09 Acres
Phase 1- 68.02 Acres r r�
f�
Phase 2- 29.07 Acresit
fr
0
2.0
r
Site Feature #8
Stream
(USGS Not Depicted) 0 f
s7 ;x
• A
_��j
dp 1t - r
XI I Site Feature #71B
D.B/Pg. Stream
250 / 354 (USGS Depicted)
' �, dP toj r +-
1-'
dp
dp
_ _ = Site Feature VA--
-` Stream
_y.-J�74._...�,,_ (USGS Depicted) __ �� '�.--_'
-4111111
s .. _ _ • .-�Q`- •ate ' �- "ft' _r►r +�
0
2.0
.r _ � :,� _ � �- J� �► _fir... _ ��- — � � -�
-sk-
n _ —
Service Layer Credits: Copyright:© 2013
National Geographic Society, i-cubed
It
RESTORATION SYSTEMS, LLC SCALE: 1 in = 1,000 feet
1101 HAYNES ST, SUITE 211 DATE: 11-2019
Figure 2:
H, NC 27604
: :
90 SITE
PHONE [phone] GUC-00
USGS Topo Map (1:24,000)
FAX : [phone]
rn,s map — au — ...t—,d w h,, — ­pbd — wpm - --ty. Rest-- Systems, LLC expressly
distlaims responsibilityfor—g—,liability from any tlaims tlrat may arise out It he use 11,111, IthI map. It is
th—I resP—b,I,tyItn—,—a�xermmelf me —oxmis—Pis ComPa<mlewlm me x�er�xeea�. Th,It" coop
d as s.mey d- nor snowy I[ ee sea as sCn. I[ Is me..... resPo���e�oty ro oet I� proper s„mev
aaaw�evarea by aoCenseasurveyor, uunerere —dby Ian.
Aerial Imagery: c ESRI
9 Y'
Coordinates stem:
Y
NAD_1983_SP_N C_F IPS_3200_Ft.
A � —

Site Feature #5
Ditch
42 (Not Depicted)
S•t F t #6A
Site Feature #2 I e ea ure T -„— sa rc�r_a r E. Tu a e
Stream - Ditch �f Are
`�aF3Ba (NRCS Soil Survey Depicted) (NRCS Soil Survey Depicted) Lam LaB� o Ct LaB .r r•.- Paf
f� fF QcB LaB A
i� Qa f La8 Tu
Pa �g8 at Site Feature #8 �'
41
Ajz8A Stream Tu`'_
Las f� (NRCS Soil Survey Depicted)P
e `r D.B/Pg. v� Trj La8 —may Cf f Ra
_ —
` Lair �• J45 / 527 r Cis _ +
Ch� /
1: C)GE3 Ch [}cB A;Et :� r __l y
s A14B ALB Pa Lai Tij Pa _
Site Feature #1 WaB :a r' l3
�
'
Ditch s - Tu � '
(NRCS Soil Survey Depicted) {-
U t� Vita p. Tu �
B b Lab
La B 0S aB ry-
4 - _a fi La13 O's
`q:2 Site Feature #7B
A
4 IgB Site Feature #7A Stream
Stream
fr Landing - (NRCS Soil Survey Depicted) (NRCS Survey Depicted)
� � CS Soil
r
CoMR
--
.--
[C�rB Site Feature #6B
f'csrt 7ermirla� Bb Bb Q Stream
us t a3A� ��(NRCS Soil Survey Depicted) � OCA3 �c13
_:ems - +Qe
Bb
OCR
ASIR
VV a L3 \ E3k,Bb 4
Wad �cl AinSIR `��`+3 `4 ;� Cab' 's. Btu } ,....`'..
Wac
Legendr oe . BIB._
QSubject Fee Simple Parcels wale cF�
Proposed Conservation Easement: 97.09 Acres
Phase 1- 68.02 Acres },,18 r-a R°
Phase 2- 29.07 Acres WaB W&B OCB
RESTORATION SYSTEMS, LLC SCALE:
1101 HAYNES ST, SUITE 211 DATE: 11-2019
Figure 3:
RALEIGH, INC 27604
PHONE: [phone] SITE: GUC-00
NRCS Pitt County Soil Survey (1974)
FAX [phone]
rns may aoa u a a
a -- ervr a e r r' r v n ave nv or n ,
me fth n, v aonn rn p
aaaa .R oe�L,dco iv
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Aerial Imagery: c) ESRI
Coordinate System:
NAD 1983 SP NC FIPS 3200 Ft.

D.B/Pg.
J45 / 527
Site Feature #1
Ditch
(not depicted)
Irrigation Line & Wellheads
Existing Earthen Road
Site Feature #2
Stream
(USGS Depicted)
Legend
Subject Fee Simple Parcels
O Irrigation Wellhead
Irrigation Line
Low Voltage Powerline
Existing Riparian Forest- 2.10 Acres
Bank Parcel Hydrologic Features
Surface Water Conveyance
Unnamed Tributary
III z
y5�0
Site Feature #5
PNG Line 42
Ditch
Depicted)'
N'
Existing Earthen Road
(USGS
�,
(Runs Adjacnet to Site Feature #8)
Two Existing Culverts
Site Feature #8
Stream
(USGS Not Depicted)
Site Feature #6A
Ditch
(USGS Depicted)
.
E6/
3
250 / 354
--
Existing Earthen Road O
0 X
O
• O
0
Existing Earthen Road O,
0 0
Dilapidated Ag. Building
Two Existing Culverts
•
X
Existing Powerline
Site Feature #61B
Site Feature #71B
Stream
X
Stream
(USGS Depicted)
De
Site Feature #7A (USGS Depicted)
)
Stream
(USGS Depicted)
120' Powerline Easement
PNG Line 24
Existing Utility Easements
120' Powerline Easement
Existing 50' Piedmont Natural Gas Easement (Line 42)
Future 50' Piedmont Natural Gas Easement (Line 24)
Bank Parcel Features 5 thru 7b Start and Stop Locations
}
Proposed Conservation Easement: 97.09 Acres
RESTORATION SYSTEMS, LLC SCALE: 1 in = 625 ft N
1101 HAYNES ST, SUITE 211
Figure 4:
DATE 11-2019
RALEIHONE H, NC 27604
Current Conditions
Phase 1- 68.02 Acres
PHONE94
919.755.9490SITE GUC-00
2R-9—
mau — ... tamed w h,, are ­p,,d wpm �o wa raw. Rey -- Systems, LLC �pr... 1,
Aerial Imagery:
Phase 2: 29.07 Acres
d�sda�ms respo�s�bmN mr aemages or oabo��y o-om awda�ms mat Ravranse opt ott ne �seorm�s�se otm�s ,rap. iris
me=der�po�=�b����otme�=��od� metmed o�th_PI,"Ithtne�=�=-d,Th,,-p Feet
e-d as surva�dab, nor shovedItbe—d���Cn. It i, me users respons,bmry mobt ��proper s�,mev
`�`a �°�epared
(c) services. ncon emap.gov
Coordinate System:
bya°`�5ed��, r' wh�eregoired by lava 0 140 280 560 840 1,120 NAD 1983 SP NC FIPS 3200 Ft.

t
K '
P
00'
Phase 1
�Cd�4r� Easement Area #1
'a ' 8.43 Acres
9
v
N
v
Phase 1
Ea ement Area #2
T: 9 Acres
Legend
Proposed Conservation Easement Boundaries By Phase
0 Phase 1- 68.02 Acres
Phase 2- 29.07 Acres
Top of Bank JOB) of Bank Parcel Hydrologic Features
Subject Fee Simple Parcels
Phase 2 1
Easement Area #6 0
7.89 Acres I o
Phase 2 X
Easement Area #7 U) v
10.82 Acres C
v�
3
EasemeI
10.36 Acr
Feature 7 A - Stream
RESTORATION SYSTEMS, LLC SCALE: 1 in=500ft
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019 Figure 5:
H, NC 276Project Phasing & Easement Labeling
PHONE
: 919.755.949490 SITE: GUG00
FAX : [phone]
rn,s map aid au dm —,d h,, a s�,ppi, as Is Mh r-ty R,st—t- syss, LLC expressly Aerial Imagery:
d�ssia�rrsI-—s,d,oNf,r a w 9esor " ty o-omzny I—sta�m r,s,o «dt M1euseoxm s, fmism p It Is (c) services.nconemap.gov
t,e sole rgpor,s�d�ury or t,e _s,r t d t,rm , IF t,e — or, m,s map Is —pa bl Mh t,e users...ds. rn,s map Feet
area � s�ru, da<a, r,ox snowd It de us,d as s,sn. It Is me �s,rs x,spor,sbi,ty m obt pxsp,r s,,,y Coordinate System:
de prePa by a 1,,,,s,d s�ru ru r,x,q,,xed by law. 0 115 230 460 690 920 NAD 1983 SP NC FIPS 3200 Ft.

OLD PACTOLUS
Two Existing Culverts To -Be Removed
PRESTON
(connection between Feature 5 and 6A)
1 _
Side slopes will be graded to match existing slopes
, log
at approximately a five to one (5:1) slope. Matting,
native seed mix, and live stakes will be used to
stabilize the stream banks and to avoid erosion,
providing long-term stability
Existing Earthen Road (adjacent to Feature 8)
To -be mechanically removed as necessary
within the conservation easement.
Likely construction actives include;
W11,
- Deep ripping
14�-
Soil amendment
�c.
a
i ST
V.
Existing earthen road to remain,
& will be located outside of conservation
easement, within 60-foot easement
break
PORT
Legend
Low Voltage Powerline
Existing Riparian Forest- 2.10 Acres
® Reforestation Area- 87.06 Acres
CD Proposed Conservation Easement- 97.09 Acres
Subject Fee Simple Parcels
x.
- fi 4
y�
ry�4: !i°�4 tom„ y�, ,•'S°4 a.� - ,,t
s Sa
r4 i s ` -�_- �•
3
:�•� a. SLINNYSIDE
rFY
\ L � Existing Earthen Road (adjacent to Feature 8)
T b h II d
Bank Parcel Project Phases
Q Phase 1- 68.02 Acres
IIPhase2- 29.07 Acres
>w o- a mec anlca y remove as necessary
_ within the conservation easement.
Likely construction actives include;
- Deep ripping
- Soil amendment
07
Two Existing Culverts To -Be Removed
(connection between Feature 7B and 8)
Side slopes will be graded to match existing slopes
Existing Powerline at approximately a five to one (5:1) slope. Matting,
To -be removed completely. native seed mix, and live stakes will be used to
stabilize the stream banks and to avoid erosion,
Dilapidated Ag. Building providing long-term stability
To -be removed completely, and
sub -soil amended as necessary. Existing earthen road/culvert will remain,
& will be located outside of conservation
easement, within a 130-foot easement
break
RESTORATION SYSTEMS, LLC SCALE: 1 in = 792 ft N
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019
RALEIGH, NC 27604
PHONE: [phone] SITE: GUC-00
FAX : [phone]
rnIs map and au dam ao —ad a sappuad as , Mh homy. Restoaaon stst�, LLc e:phessiy
disclaims rsponsibilirytor damages or llabilrity homanybbi tha[maya atilt M1 e aseormisuse d this map. I[
me sole h�ponslbm�y of me asm to dRerr It me loco on mIs map Is —pa ble w¢n me as a d rnIs coop
ea[ed as survey data, not sno Id It be used as sadh. It Is the asxs tespo—bit, to obt In proper sa m
tiara �pr va by a uaensea saruevor, where regao-ed by lauu. 0 175 350
Figure 6:
Restoration Plan
Aerial Imagery:
(c) services.nconemap.gov
Feet Coordinate System:
700 1,050 1,400 NAD 1983 SP NC FIPS 3200 Ft

NOTE ABOUT WIDTHS:
Riparian Buffer Mitigation (RBM)
Restoration Areas TOB to 20-29' qualifies for 75% RBM credit
TOB-100 ft. = Buffer width is contiguous from TOB, is a minimum
of 30 ft. from the TOB and maximum of 100 ft. from the TOB,
and qualifies for 100% RBM credit.
Riparian Buffer Credit 101-200 ft. = Buffer width is contiguous
from TOB, is a minimum of 101 ft. from the TOB and a maximum
of 200 ft. from the TOB, and qualifies for 33% RBM credit.
Nutrient Offset Credit (NOC)
Less than 50 ft. - no NOC given in areas with buffer width less than 50 ft.
TOB-200 ft. = Buffer width is contiguous from TOB, is a minimum
of 50 ft. from the TOB and a maximum of 200 ft. from the TOB,
and qualifies for 100% Nutrient Offset Credit.
Legend
Proposed Conservation Easement: 97.09 Acres
OPhase 1: 68.02 Acres
oPhase 2: 29.07 Acres
• - - Top ofBank to 20- Feet
••---- Top ofBank to 30-Feet
- — Top ofBank to 50-Feet
- • — Top ofBank to 100-Feet
- • • -Top ofBank to 200-Feet
Top of Bank (TOB) of Bank Parcel Hydrologic Features
PHASE 1 Credit Determination
(Buffer Zone, Credit Type)
No Credit: Less Than 20-Feet or Non -Contiguous Area
Zone A (20-29'), Buffer Restoration
Zone A (0-50'), Buffer Restoration
Zone B (51-100'), Buffer Restoration
Zone A (0-50'), Riparian Buffer Preservation
Zone B (51-100'), Riparian Buffer Preservation
Zone C (101-200'), Riparian Buffer Preservation
Zone C (101-200'), Nutrient Offset
00
Feature 2 - Stream -
Feature 2 - Stream
•/ /'� —_,_.—.—._.__.___,__,_,__.__.___._._.——•—— ——— _._._._ _._ _ _._ _._ _._ — _._ ♦•�' ems•`♦ .` -♦
NO CREDIT AREA ♦ �.
INSERT � '
/ (Non -Contiguous Area) ♦ `
NO CREDIT AREA
(Non -Contiguous Area)
RESTORATION SYSTEMS, LLC 0-
SCALE: 1 in = 167 ft
1101 HAYNES ST, SUITE 211
DATE: 11 - 2019
RALEIGH, NC 27604
PHONE: [phone]
SITE: GUC-00
FAX : [phone]
rn�s map — au aa<a .o yea w¢nm a s„ppnea wpm
distlaims responsibiliryfor ilrdamages or liabiry from any tlaims tl�at may
me sole �espo�smmry of me �se� m a�xermme �f me m,s map �s
aaaea<ea as s�rvevsnowy If be sea as seen. if �s me
wreparea by a ueensea s.ruevor, where regwrea by iaN.
�a�N. Resfaa<�o�, LLc av�essy
apse out of[M1e use or misuse of this map. It is
—pa mie wpm me users �eea mIs map
�sel's �esvo�sm�oN tooef �� prover �.,Ney
NO CREDIT AREA
(Non -Contiguous Area)
= Figure 7A:
Phase 1 (Easement Areas 1 & 2)
Credit Determination
Aerial Imagery:
(c) services.nconemap.gov
Feet Coordinate System:
0 37.5 75 150 225 300 NAD_1983_S P_N C_FIPS_3200_Ft.

/ / : �•/ Legend
//;" • // Proposed Conservation Easement: 97.09 Acres PHASE 1 Credit Determination
:• : / O Phase 1: 68.02 Acres (Buffer Zone, Credit Type)
/ /:• �� / / O Phase 2: 29.07 Acres No Credit: Less Than 20-Feet or Non -Contiguous Area
Top of Bank to 30-Feet Zone A (20-29'), Buffer Restoration
Top of Bank to 50-Feet Zone A (0-50'), Buffer Restoration
/ •: ;• / - • — Top of Bank to 100-Feet Zone B (51-100'), Buffer Restoration
/
/ :• ;•/ - - Top of Bank to 200-Feet Zone A (0-50'), Riparian Buffer Preservation
i /:•• k '•/ Top of Bank JOB) of Bank Parcel Hydrologic Features Zone B (51-100'), Riparian Buffer Preservation
/ / ;: ;• / / Zone C (101-200'), Riparian Buffer Preservation
Zone C (101-200'), Nutrient Offset
co ••/
—. — - —• ._._•_-----_-- •—-—-— - —• — -— — - —• —•—•—•—•—•—•—•—•—•—•—•—
• / — • — — ................... .. .. .. - -. •- - ......... .................
.k — — — ' — • _ Feature 7A- Stream
�Feature 7q Stye. - --. — __ — • — — _ _ �1=, ._. _.._.._.._ _••_--_-•_ •_- _ ._. _.._.._--_-•_ •_- _••_- _--_ _--_-•_--_.._. _ ._.._--_.._-_--_.._- _-•_•-_--_
an, •—•_•_._.—•—•—•—•—•—•—•—•—•—•—• •—•—•—•—•—•_•_•_•_•_•_•
NOTE ABOUT WIDTHS:
Riparian Buffer Mitigation (RBM)
Restoration Areas TOB to 20-29' qualifies for 75% RBM credit
TOB-100 ft. = Buffer width is contiguous from TOB, is a minimum
of 30 ft. from the TOB and maximum of 100 ft. from the TOB,
and qualifies for 100% RBM credit.
Riparian Buffer Credit 101-200 ft. = Buffer width is contiguous
from TOB, is a minimum of 101 ft. from the TOB and a maximum
of 200 ft. from the TOB, and qualifies for 33% RBM credit.
Nutrient Offset Credit (NOC)
Less than 50 ft. - no NOC given in areas with buffer width less than 50 ft.
TOB-200 ft. = Buffer width is contiguous from TOB, is a minimum
of 50 ft. from the TOB and a maximum of 200 ft. from the TOB,
and qualifies for 100% Nutrient Offset Credit.
RESTORATION SYSTEMS, LLC SCALE: 1 in = 208 ft
N Figure 6B:
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019
Phase 1 (Easement Area 3)
RALEIGH, NC 27604
PHONE: [phone] SITE: GUC-00
Credit Determination
FAX : [phone]
Aerial Imagery:
9 ry
rn�s m aid au da�a �o red uNm�� a ued as w¢n Resm,��o� s ��c essi
r
ap ��a� ,e �wv �� o wa,a�w sy��em v, v
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��e� ne use o, m�s�se or m�s ma i��s P v e v v �—p P
(c) services.nconemap.gov
me sole ��po�s�dm�y or me �s� m d�x�mme �r me da<a o� m�s map �� comvm�die wpm me �s�s �eevs. rn�s map
Feet
,e ed � s�rvev da<a, �o� sho Id It de �sw � s,m. It Is me ���� �wo��m�nw mods a�� prop,r s N
aaaw�wa braI sd,0Nev°r'—re�q-,dby ��"
Coordinate System:
0 45 90 180 270 360 NAD 1983 SP NC FIPS 3200 Ft.
"d

Legend
Proposed Conservation Easement: 97.09 Acres
OPhase 1: 68.02 Acres
® Phase 2: 29.07 Acres
Top of Bank to 30-Feet
Top of Bank to 50-Feet
Top of Bank to 100-Feet
Top of Bank to 200-Feet
Top of Bank JOB) of Bank Parcel Hydrologic Features
I I;
1�
1 1•
1 � 1
.—.—.—._.—.—.—.—.—.—,—.—. _ r I
........ ....................................................
- Feature 7A- Stream k ,,,` ♦ \ ` `�.
�-♦ cod •� ♦ ♦ ` `�';.`
` •—._._..._._ r•
♦. �'•, Feature 8 —Stream
PHASE 1 Credit Determination
(Buffer Zone, Credit Type)
No Credit: Less Than 20-Feet or Non -Contiguous Area
Zone A (20-29'), Buffer Restoration
Zone A (0-50'), Buffer Restoration
Zone B (51-100'), Buffer Restoration
Zone A (0-50'), Riparian Buffer Preservation
Zone B (51-100'), Riparian Buffer Preservation
Zone C (101-200'), Riparian Buffer Preservation
Zone C (101-200'), Nutrient Offset
NOTE ABOUT WIDTHS:
Riparian Buffer Mitigation (RBM)
Restoration Areas TOB to 20-29' qualifies for 75% RBM credit
TOB-100 ft. = Buffer width is contiguous from TOB, is a minimum
of 30 ft. from the TOB and maximum of 100 ft. from the TOB,
and qualifies for 100% RBM credit.
Riparian Buffer Credit 101-200 ft. = Buffer width is contiguous
from TOB, is a minimum of 101 ft. from the TOB and a maximum
of 200 ft. from the TOB, and qualifies for 33% RBM credit.
Nutrient Offset Credit (NOC)
Less than 50 ft. - no NOC given in areas with buffer width less than 50 ft.
TOB-200 ft. = Buffer width is contiguous from TOB, is a minimum
of 50 ft. from the TOB and a maximum of 200 ft. from the TOB,
and qualifies for 100% Nutrient Offset Credit.

NOTE ABOUT WIDTHS:
Riparian Buffer Mitigation (RBM)
Restoration Areas TOB to 20-29' qualifies for 75% RBM credit
TOB-100 ft. = Buffer width is contiguous from TOB, is a minimum
of 30 ft. from the TOB and maximum of 100 ft. from the TOB,
and qualifies for 100% RBM credit.
Riparian Buffer Credit 101-200 ft. = Buffer width is contiguous
from TOB, is a minimum of 101 ft. from the TOB and a maximum
of 200 ft. from the TOB, and qualifies for 33% RBM credit.
Nutrient Offset Credit (NOC)
Less than 50 ft. - no NOC given in areas with buffer width less than 50 ft.
TOB-200 ft. = Buffer width is contiguous from TOB, is a minimum
of 50 ft. from the TOB and a maximum of 200 ft. from the TOB,
and qualifies for 100% Nutrient Offset Credit.
,fit,,,,
14
NO CREDIT AREA
Less than 50' on Ditch '
r
..
oo 00
'
� �' -
NO CREDIT AREA
(Existing Forest adjacent to a ditcht)
Both sides of ditch
NO CREDIT AREA
I
I
(Existing Forest adjacent to a ditcht)
I
!
I
o
I
I I
Both sides of ditch
!
I
I
I
co
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I
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I
LL
I
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PHASE 2 Credit Determination
(Buffer Zone, Credit Type)
Zone A (0-50'), No Credit: Existing Forest or <50' on a Ditch
Zone A (0-50'), Buffer Restoration
Zone B (51-100'), Buffer Restoration
Zone A (0-50'), Nutrient Offset
Zone B (51-100'), Nutrient Offset
Zone C (101-200'), Nutrient Offset
RESTORATION SYSTEMS, LLC SCALE: 1 in = 167 ft
Figure 8A:
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019
RALEIGH, NC 27604
Phase 2 (Easement Area 5 & 6)
PHONE: [phone] SITE: GUC-00
I Credit Determination
FAX [phone]
rnsmayaa ua a n a n v.R si �c g ry
dseia,�r�g sl�yr d m r r rr, y , y r n r n g.
me saer�g blti r n ar n a n tna bi b n earn g
�d n m ba �,enir e ����rwo�seirm obr grov���rvey
bya1Ceo5eds ey°r' where regored by l-
a s °eareda
Aerial Imagery:
(c) services.nconemap.gov
Feet Coordinate System:
0 37.5 75 150 225 300 NAD 1983 SP NC FIPS 3200 Ft.

I
r
I
I
I
I
I
I
I
I
r
I
I
I
r
I
I
I
I
I
NOTE ABOUT WIDTHS:
Riparian Buffer Mitigation (RBM)
Restoration Areas TOB to 20-29' qualifies for 75% RBM credit
TOB-100 ft. = Buffer width is contiguous from TOB, is a minimum
of 30 ft. from the TOB and maximum of 100 ft. from the TOB,
and qualifies for 100% RBM credit.
Riparian Buffer Credit 101-200 ft. = Buffer width is contiguous
from TOB, is a minimum of 101 ft. from the TOB and a maximum
of 200 ft. from the TOB, and qualifies for 33% RBM credit.
Nutrient Offset Credit (NOC)
Less than 50 ft. - no NOC given in areas with buffer width less than 50 ft.
TOB-200 ft. = Buffer width is contiguous from TOB, is a minimum
of 50 ft. from the TOB and a maximum of 200 ft. from the TOB,
and qualifies for 100% Nutrient Offset Credit.
_ — — — Proposed Conservation Easement: 97.09 Acres
- ---- ure 7A- Stream - - .. -- _ O Phase 1. 68.02 Acres
` ` X Feat - -- _ -_ Phase 2: 29.07 Acres
�. �- _ _ — — — _ •••--- Top of Bank to 30-Feet
Top of Bank to 50-Feet
• — Top of Bank to 100-Feet
- - Top of Bank to 200-Feet
Top of Bank JOB) of Bank Parcel Hydrologic Features
RESTORATION SYSTEMS, LLC SCALE: 1 in = 167 ft
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019
RALEIGH, NC 27604
PHONE: [phone] SITE: GUC-00
FAX : [phone]
rn,s rvap aid au daa e��ed w�m�� a suppued as �e wpm �e�N. 111oa111 synervs, Lc �:p�essiy
d�—l—-w—b,1,bf,-d ae�ornaemt' I, aw da�rvs ma<PaP a� rortne use o�rv�suse d m,s rvap. iris
me sae �esp—,s ,ty or me user m de<e�me If me daa o� m,s rvap �s ePPPaobie Mh me user's.eeds. rn,s map
daP-ated a curve/ data, nor shoved I[ be used a, such. I[ Is the users rsponsibillry to obt In proper survey m
ePared by a licensedsurvey,,, wh erere -dby law.
0 37.5 75
1
PHASE 2 Credit Determination
(Buffer Zone, Credit Type)
Zone A (0-50'), No Credit: Existing Forest
Zone A (0-50'), Buffer Restoration
Zone B (51-100'), Buffer Restoration
Zone A (0-50'), Nutrient Offset
Zone B (51-100'), Nutrient Offset
Zone C (101-200'), Nutrient Offset
Figure 8B:
Phase 2 (Easement Area 7)
Credit Determination
Aerial Imagery:
(c) services.nconemap.gov
Feet Coordinate System:
150 225 300 NAD 1983 SP NC FIPS 3200 Ft

- I■
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Legend
Bank Parcel Project Phases
0 Phase 1
Phase 2
Phase 1 Monitoring Plots - 61 Total
Phase 2 Monitoring Plots - 26 Total
Top of Bank (TOB) of Bank Parcel Hydrologic Features
Subject Fee Simple Parcels
r
y
r '■
.01
❑ ;'•' Fe ■
/
I I�
f;(D '
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®I ID
I:D:I I
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RESTORATION SYSTEMS, LLC SCALE: 1 in = 500 ft
N
Figure 9:
-
1101 HAYNES ST, SUITE 211 DATE: 11 - 2019
RAL9.276
Monitoring Plan
94 90 SITE:
PHONE 91: 919.755.94 GUC-00
FAX : [phone]
Aerial Imagery:
aid u a a n pp, a n u R sY ��c exp,e��iv
d�iamsr,po bryr a g rery , v n w n ofth, p.¢s
(c) services.nconemap.gov
goo b,ry , b d d b P p b„ b d=1b,
Feet
Pe,d vd n id b �.,d da, ,.¢�n ,,,—p—,itinoel �pr,p,r�
pdby I cased—... wh —re Tedby lmv.
Coordinate System :
0 112.5 225 450 675 900 NAD_1983_SP_NC_FIPS_3200_Ft.

Appendix B: NCDWR Correspondence
GUC Bank Parcel Development Plan Appendices
Tar -Pamlico River Basin 8-Digit HUC: 03020103

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
May 29, 2019
Raymond Holz
Restoration Systems, LLC
1101 Haynes St., Suite 211
Raleigh, NC 27607
(via electronic mail: rholz(na-)restorationsystems.com )
DWR Project #: 2017-1122v2
Re: Site Viability for Buffer Mitigation & Nutrient Offset — GUC/City of Greenville Site
Re-evaluation of Feature 5 from letter dated March 25, 2019
Tar -Pamlico River Basin — 03020103 HUC
Located near Aqua Lane & Sunnyside Rd, Greenville, NC
Pitt County
Dear Mr. Holz,
On March 25, 2019, a Site Viability for buffer mitigation and nutrient offset was issued to Restoration
Systems, LLC (RS) by the Division of Water Resources (DWR) for the GUC/City of Greenville Site. On
May 14, 2019, you submitted a request to Katie Merritt with DWR to re-evaluate the hydrologic
connection of Feature 5 to Feature 6A. Supporting information was provided to Ms. Merritt on May 9,
2019, which included site photos and a video. This information confirms there is a hydrologic connection
between Feature 5 and Feature 6A and is therefore viable for riparian restoration. This mitigation
determination replaces only the mitigation determination made for Feature 5 in the letter dated March 25,
2019. All other mitigation determinations made on March 25, 2019 remain the same.
This evaluation was made from Top of Bank (TOB) and landward 200' from each feature for buffer
mitigation pursuant to 15A NCAC 02B .0295 (effective November 1, 2015) and for nutrient offset credits
pursuant to 15A NCAC 02B .0240.
Feature
Classification
'Subject
Riparian Land uses adjacent to
Buffer
ZNutrient
Offset Viable
'Mitigation Type Determination w/in riparian
ID
in the field
to
Feature
Credit
areas
Viable
at 2,273.02
Buffer
(TOB-200')
Re-evaluation
Rule
lbs/acre
5
Ditch
No
Mostly maintained grass used
No
Yes
Forested Fringe — No Credit
>3' depth
historically as land application of
(See Note)
biosolids & agriculture; parts of the
Fields - Restoration site per 15A NCAC 02B
ditch have a narrow & forested
.0295 (n)
fringe
Farm path crossing labeled "X" on
Note: This feature may be impacted by the PNG
maps attached is within existing
Line 42 maintenance easement & the proposed
PNG Easement for Line 42 & has a
PNG line 24. Therefore, it cannot be used as a
compromised culvert that needs to
Restoration Site until compromised culverts are
be replaced. Banks are unstable and
replaced, PNG Line 24 has been constructed & no
will require stabilization efforts.
longer needs their construction easement and all
overhead utility lines are removed.
I d I
'Subjectivity calls for the features were determined by DWR in correspondence dated November 22, 2017 using the 1.24,000 sca a qua rang e
topographic map prepared by USGS and the most recent printed version of the soil survey map prepared by the NRCS.
z NC Division of Water Resources - Methodology and Calculations for determining Nitrogen Reductions associated with Riparian Buffer Establishment.
Phosphorus may be calculated separately. A meeting held between DWR personnel on October 17, 2017 resulted in approval to use this method on
the subject property.
'Evidence of gas lines and above ground utilities were observed on and around the subject property. Information from RS was provided January 22,
2019 showing all locations of existing and proposed utilities and their associated temporary & permanent easements.
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

GUC/City of Greenville Site
Restoration Systems, LLC
May 29, 2019
Maps for reference are attached to this letter and were initialed by Ms. Merritt on December 20, 2017,
March 12, 2019 and May 29, 2019. This letter should be provided in all stream and wetland, buffer
and/or nutrient offset mitigation plans for this Site.
This letter does not constitute an approval of this site to generate nutrient offsets or buffer
mitigation credits. Pursuant to 15A NCAC 02B .0295, a mitigation proposal and a mitigation plan
shall be submitted to DWR for written approval prior to conducting any mitigation activities in
riparian areas and/or surface waters for buffer mitigation credit. Pursuant to 15A NCAC 02B
.0240, a proposal regarding a proposed nutrient load -reducing measure for nutrient offset credit
shall be submitted to DWR for approval prior to any mitigation activities in riparian areas and/or
surface waters.
All vegetative plantings, performance criteria and other mitigation requirements for riparian restoration,
enhancement and preservation must follow the requirements in 15A NCAC 02B .0295 to be eligible for
buffer and/or nutrient offset mitigation credits. Any site constraints found on the property must be
presented to DWR for a full evaluation and final mitigation determination. For any areas depicted as not
being viable for nutrient offset credit above, one could propose a different measure, along with supporting
calculations and sufficient detail to support estimates of load reduction, for review by the DWR to
determine viability for nutrient offset in accordance with 15A NCAC 02B .0240. A Mitigation Banking
Instrument approved by the DWR will be required for this site to be eligible to use as a mitigation bank.
This viability assessment will expire on March 25, 2021 or upon the submittal of an As -Built Report to
the DWR, whichever comes first. Please contact Katie Merritt at [phone] if you have any
questions regarding this correspondence.
Sincerely,
Karen Higgins, Supervisor
401 and Buffer Permitting Branch
KAH/km
Attachments: Figure 1 (Existing Site Conditions), GUC WWTP Property Boundary, Topographic Map w/
Stream Determination, Piedmont Natural Gas Line 24 Project PCN Exhibit
cc: DWR File Copy (Katie Merritt)
Jason Manning, GUC (via email: manninmj(&guc.com )
Nathanial Thornburg DWR Central Office (via email: nathaniel.thornburg_(a)ncdenr.gov )
WaRO DWR Regional Office — David May/Robert Tankard/Anthony Scarborough
Page 212

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
ON jIMlt q.
R s
4&,�
NORTH CAROUNA
Environmental Quality
March 25, 2019
Raymond Holz DWR Project #: 2017-1122v2
Restoration Systems, LLC
1101 Haynes St., Suite 211
Raleigh, NC 27607
(via electronic mail: rho lz(a)restorationsystems.com }
Re: Site Viability for Buffer Mitigation & Nutrient Offset — GUC/City of Greenville Site
Tar -Pamlico River Basin — 03020103 HUC
Located near Aqua Lane & Sunnyside Rd, Greenville, NC
Pitt County
Dear Mr. Holz,
On September 1, 2017, Katie Merritt, with the Division of Water Resources (DWR), received a
request from Greene Environmental Services, LLC (GES) for a site visit near the above -referenced
site in the Tar -Pamlico River Basin. The request was for DWR to determine the potential for riparian
buffer mitigation and nutrient offset on adjoining lands currently owned by the City of Greenville
near the Wastewater Treatment Plant (WWTP). On November 14, 2017, Ms. Merritt performed an
onsite assessment of the subject site and identified the following site constraints in correspondence to
Jeff Becker with GES on January 16, 2018:
• UTILITIES: 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.
• 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 to Ms. Merritt onsite to confirm compliance with
regulations.
• EXISTING PATHS & ROADS: The City of Greenville owns this property and has
used the land for applying their biosolids associated with the WWTP. Existing dirt
paths and deeded access roads are present and are adjacent to ditches and streams
onsite where mitigation would be proposed.
Due to the magnitude of site constraints noted above, Ms. Merritt was unable to complete a viability
assessment review of the site for GES. On January 22, 2019, Ms. Merritt received another site
viability request for the subject site, but from Restoration Systems, LLC (RS). The request from RS
included a landowner authorization form authorizing RS to act on behalf of the City of Greenville for
a viability assessment on their property, which is more accurately shown on the attached map
labeled, "Figure 1. Existing Site Conditions". RS also provided information regarding all the
utilities, permits and deeded access easements associated with the subject site. On March 13, 2019,
D Q:7,�
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh. North Carolina 27699-1617
tLf
919.707.9000

GUC/City of Greenville Site
Restoration Systems, LLC
March 25, 2019
RS provided site photos showing existing conditions of the riparian areas adjacent to each feature
onsite. When comparing these photos to notes taken during Ms. Merritt's original site visit in 2017,
no land use changes appear to have occurred. With all the information provided by RS, Ms. Merritt
was able to complete the viability assessment for the subject site.
Ms. Merritt's evaluation of the features onsite and their associated mitigation determination for the
riparian areas are provided in the table below. This evaluation was made from Top of Bank (TOB)
and landward 200' from each feature for buffer mitigation pursuant to 15A NCAC 02B .0295
(effective November 1, 2015) and for nutrient offset credits pursuant to 15A NCAC 02B .0240.
Feature
Classification
'Sub ect
Riparian Land uses
Buffer
2Nutrient
'Mitigation Tvve Determination Win
ID
in the field
to
adiacent to Feature
Credit
Offset Viable
riparian areas
Buffer
fTOB-2M
Viable
at 2,273.02
Rule
lbs/acre
I
Ditch
No
N/A
No
No
N/A
(W WTP
effluent
channel)
2
Stream
Yes
Maintained grass most
'Yes
Yes (non-
Forested fringe — Preservation Site per 15A
recently used as land
forested areas
NCAC 02B ,0295 (o)(5)
application of biosolids,
only)
used historically for
Fields = Restoration site per 15A NCAC 02B
agriculture, narrow
.0295 (n)
forested fringe upstream
(5-10' wide); 50' PNG
All areas within existing easements (PNG &
#42 gas line crossing;
Utilities) must be excluded from the
120' overhead utility
Restoration and Preservation Site
line downstream
3 & 4
not evaluated
N/A
N/A
N/A
N/A
Out of project boundary
(see map)
5
Ditch/
No
Maintained grass used
No
No
Gas line crossing is not culverted; feature is
wetland
historically as land
not hydrologically connected to downstream
application of biosolids
ditch 6A
& agriculture
6A
Ditch
No
Maintained grass used
No
Yes
Restoration site per 15A NCAC 02B .0295
South of
>3' depth
historically as land
(n)
gas line
application of biosolids
berm
& agriculture; farm
Cannot be used as a Restoration Site until
path, overhead utility
after PNG has constructed the pipeline and no
line, and a temporary
longer needs their construction easement and
construction easement
the overhead utility line is removed. Utility
for PNG #24 gas line
lines & farm path are proposed to be
removed.
613
Stream
Yes
'Yes
Yes (non-
Forested Areas — Preservation Site per 15A
At DWR
Maintained grass used
forested areas
NCAC 02B .0295 (o)(5)
' I , Flag
historically as land
only)
(see map)
application of biosolids
Fields - Restoration site per 15A NCAC 02B
& agriculture; farm
.0295 (n)
path, overhead utility
line, and a temporary
Cannot be used as a Restoration or
construction easement
Preservation Site until after PNG has
for PNG 424 gas line;
constructed the pipeline and no longer needs
partially forested near
their construction easement and the overhead
confluence w/ 7A
utility line is removed. Utility lines & farm
path are proposed to be removed.
Page 214

GUC/City of Greenville Site
Restoration Systems, LLC
March 25, 2019
Feature
Classification
1Subiect
Riparian Land uses
Buffer
2 Nutrient
°MitiEation Tyne Determination Win
ID
in the field
to
adiacent to Feature
Credit
Offset Viable
rinarian areas
Buffer
(TOB-200')
Viable
at 2,273.02
Rule
Ibs/scre
7A
Stream
Yes
maintained grass used
'Yes
Yes (non-
Forested fringe — Preservation Site per 15A
At DWR
historically as land
forested areas
NCAC 02B .0295 (o)(5)
"P" flag
application of biosolids
only)
(see map)
& agriculture; forested
Fields - Restoration site per 15A NCAC 02B
fringe from 5-15' from
.0295 (n)
TOB; temporary
construction easement
Cannot be used as a Restoration or
for PNG #24 gas line
Preservation Site until after PNG has
constructed the pipeline and no longer needs
their construction easement. Utility lines &
farm path are proposed to be removed.
713
Stream
Yes
Combination of mature
'Yes
Yes (non-
Forested Areas — Preservation Site per 15A
(see map)
natural forest and
forested areas
NCAC 02B .0295 (o)(5)
maintained grass used
only)
historically as land
Fields - Restoration site per 15A NCAC 02B
application of biosolids
.0295 (n)
& agriculture
8
Stream
Yes
Combination of mature
'Yes
Yes 66eld
Forested Areas — Preservation Site per 15A
natural forest and
only)
NCAC 02B .0295 (o)(5)
maintained grass most
recently used as land
Fields = Restoration site per 15A NCAC 02B
application of biosolids,
.0295 (n)
used historically for
agriculture
•sublectiwty tails for tne teatures were determined by DWR in correspondence dated November 22, 2017 using the 1:24,000 scale
quadrangle topographic map prepared by USGS and the most recent printed version of the soil survey map prepared by the NRCS.
Z NC Division of Water Resources - Methodology and Calculations for determining Nitrogen Reductions associated with Riparian Buffer
Establishment. Phosphorus may be calculated separately. A meeting held between DWR personnel on October 17, 2017 resulted in
approval to use this method on the subject property.
'The area of preservation credit within a buffer mitigation site shall comprise of no more than 25 percent (25%) of the total area of
buffer mitigation per 15A NCAC .0295 (o)(5) and 15A NCAC .0295 (o)(4). Site cannot be a Preservation only site to comply with this
rule.
"Evidence of gas lines and above ground utilities were observed on and around the subject property. Information from RS was
provided January 22, 2019 showing all locations of existing and proposed utilities and their associated temporary & permanent
easements.
Maps for reference are attached to this letter and were initialed by Ms. Merritt on December 20, 2017
and March 12, 2019. This letter should be provided in all stream and wetland, buffer and/or nutrient
offset mitigation plans for this Site.
This letter does not constitute an approval of this site to generate nutrient offsets or mitigation
credits. Pursuant to 15A NCAC 02B .0295, a mitigation proposal and a mitigation plan shall be
submitted to DWR for written approval prior to conducting any mitigation activities in riparian areas
and/or surface waters for buffer mitigation credit. Pursuant to 15A NCAC 02B .0240, a proposal
regarding a proposed nutrient load -reducing measure for nutrient offset credit shall be submitted to
DWR for approval prior to any mitigation activities in riparian areas and/or surface waters.
Pagc 3'4

GUC/City of Greenville Site
Restoration Systems, LLC
March 25, 2019
All vegetative plantings, performance criteria and other mitigation requirements for riparian
restoration, enhancement and preservation must follow the requirements in 15A NCAC 02B .0295 to
be eligible for buffer and/or nutrient offset mitigation credits. Any site constraints found on the
property must be presented to DWR for a full evaluation and final mitigation determination. For any
areas depicted as not being viable for nutrient offset credit above, one could propose a different
measure, along with supporting calculations and sufficient detail to support estimates of load
reduction, for review by the DWR to determine viability for nutrient offset in accordance with 15A
NCAC 02B .0240. A Mitigation Banking Instrument approved by the DWR will be required for this
site to be eligible to use as a mitigation bank.
This viability assessment will expire on March 13, 2021 or upon the submittal of an As -Built
Report to the DWR, whichever comes first. Please contact Katie Merritt at [phone] if you
have any questions regarding this correspondence.
Sincerely,
Karen Higgins, Supervisor
401 and Buffer Permitting Branch
KAH/km
Attachments: Figure 1 (Existing Site Conditions), GUC WWTP Property Boundary, Topographic
Map w/ Stream Determination, Piedmont Natural Gas Line 24 Project PCN Exhibit
cc: DWR File Copy (Katie Merritt)
Jason Manning, GUC (via email: manninmjAguc.com )
Nathanial Thornburg DWR Central Office (via email: nathaniel.thornburg_i( ncdenngov )
WaRO DWR Regional Office — David May/Robert Tankard/Anthony Scarborough
Page 414

PNG Line 42
Ab3
o
Surface
D.B1Pg. Conveyance #2
-` Existing pant to
emoved completely
-- - - - _
D.BlP _ D.8lP .
236 1573 � � - 250 ! 354
Surface
Conveyance #1 Existing path & crossing -
to remain (60 foot easement break \
Existing road to -be Outbuilding to -be - -
relocated outside of the remaved completely
Existing path & crossing easement area _
to remain (60 foot easement break
Existing powerline to -be
removed completely Unnamed
Unnamed Tributary #2
Tributary #1
120' Powerline Easem t
Legend
QSubject Parcels
Working Proposed Easement: +1- 100 Acres
Site Features
Surface Water Conveyance #1; Surface Water Conveyance #2
Unnamed Tributary #1; Unnamed Tributary #2: Unnamed Tributary #3
Powerline
Existing Utility Easements
120' Powedine Easement
Existing 50' Piedmont Natural Gas Easement (Line 42)
Future 50' Piedmont Natural Gas Easement (Line 24)
PNG Line 24 -
RESTORATION SYSTEMS. LLseta
C e. a
11o1MArNEs sT sulTE zii onTe: oiryso ersn a Figure 1:
rueu:lc9+9ac z�Te�
��EE :A sore: uucm I Existing Site Conditions
FM: 919.155]i9Y -
wow - me9 E$RI

a
1P
e
'N-✓
Googic cart
. [ :r: :CA g.=
•`v. r.:

4-'W U V - U UW4 UAW
UL
-dip-
-ab-
2A
.dpw AD-
-db.— -don-
-OIP-
qjl�
Management Commission
DMWM d YYeter Resources
Fbr,-T—AL - pate dv ,adn EuW
Reviewed by-j'64-3-
X rl - 11 >Le3
X-A,QM J J. L " LO J-de.

Impacti183
PFO Temparary Impact
0.17111; AC
Impact182 5607586918
PFO Conversion Impact
i 1.58 AG
Impact 181
1 PFO Temporary Impact
4 � 0046 AC
a� Impact 176
—� PFO Temporary Impact
0.010 AC
Impact 172
PEM Temporary
0.022 C tlmpact Impact 177
Impact 175 Modified Stream
PEM Temporary. Impact Impact 174 Temporary Impact
0.02.T.0 Modified Stream 606 LF
npact$173 Temporary impact
56078?2
, li-
9.5
P ' 178 Impact 179
Modified Stream Modified Stream
Temporary Impact Temporary Impact
12 LF 343 LF
Project Area PFO Habitat Intermittent Stream
�J Parcels . PFO Temporary Impact Intermittent Temporary Impact
PFO Conversion impacts Q Access Road P REM Habitat
a Milepost PSS Habitat PEM Temporary Impact
Roads PSS Temporary Impact Modified Stream
Topography JCI=2 tt) PSS Conversion Impacts Modified Stream Temporary Impact
Temporary Work Space Perennial Stream PUS
Proposed Maintained Easement Perennial Temporary Impact PUB Temporary impact
Dramby Environmental Consulting
qF2707 West Cary Street, Suite 4
Richmond, Virginia 23220
'q%hb351 McLaws Circle
Suite 3
Williamsburg, Virginia 23185
AR-10-12
Piedmont Natural Gas Line 24 Project
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
t
AR-13
i
�,f I
i
/ I
r
r
!yl
Impact 180-
PEM Temporary Impact i a
0.006 AC N ! 5608702453
5L
4
56AA�
SI 56067at4
}
I.
i
NOMENSEEZZZ= Feet
0 150 300
SHEET 40 OF 41
Nationwide Permit Exhibits
November 27, 2018

Appendix C: Environmental Records, Scoping Letters, & PNG Easement Information
GUC Bank Parcel Development Plan Appendices
Tar -Pamlico River Basin 8-Digit HUC: 03020103

Greenville Utility
2242 Sunny Side Road
Greenville, NC 27834
Inquiry Number: 5624383.2s
April 17, 2019
6 Armstrong Road, 4th floor
Shelton, CT 06484
(rEDW Toll Free: 800.352.0050
www.edrnet.com
FORM-PBA-CCA

TABLE OF CONTENTS
SECTION
PAGE
Executive Summary-------------------------------------------------------
ES1
Overview Map
2
Detail Map
3
Map Findings Summary----------------------------------------------------
4
Map Findings
8
Orphan Summary---------------------------------------------------------
9
Government Records Searched/Data Currency Tracking
GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum------------------------------------------
A-1
Physical Setting Source Summary
A-2
Physical Setting Source Map
A-7
Physical Setting Source Map Findings----------------------------------------
A-8
Physical Setting Source Records Searched------------------------------------.
PSGR-1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
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EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC5624383.2s Page 1

EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site
Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited
Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed
for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
2242 SUNNY SIDE ROAD
GREENVILLE, NC 27834
COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
35.6032610 - 35' 36' 11.73"
77.2946810 - 77' 17' 40.85"
Zone 18
292132.0
3942170.5
12 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5944944 GREENVILLE SE, NC
Version Date: 2013
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140706
Source: USDA
TC5624383.2s EXECUTIVE SUMMARY 1

F- MAPPED SITES SUMMARY
Target Property Address:
2242 SUNNY SIDE ROAD
GREENVILLE, NC 27834
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
Reg PITT CO UTIL LDFL NC HSDS Same 4616, 0.874, WSW
PITT COUNTY UTILITY PORT TERMINAL RD SHWS Higher 4138, 0.784, SW
5624383.2s Page 2

EXECUTIVE SUMMARY
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL___________________________ National Priority List
Proposed NPL_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Proposed National Priority List Sites
NPL LIENS -------------------- Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY_ _ _ _ _ _ _ _ _ _ Federal Facility Site Information listing
SEMS------------------------- Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE-------------- Superfund Enterprise Management System Archive
Federal RCRA CORRACTS facilities list
CORRACTS------------------ Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF------------------ RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG------------------- RCRA - Large Quantity Generators
RCRA-SQG------------------- RCRA - Small Quantity Generators
RCRA-CESQG---------------- RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS_________________________ Land Use Control Information System
US ENG CONTROLS_ _ _ _ _ _ _ _ _ Engineering Controls Sites List
TC5624383.2s EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY
US INST CONTROL_ _ _ _ _ _ _ _ _ _ Sites with Institutional Controls
Federal ERNS list
ERNS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Emergency Response Notification System
State and tribal landfill and/or solid waste disposal site lists
SWF/LF_______________________ List of Solid Waste Facilities
DEBRIS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Solid Waste Active Disaster Debris Sites Listing
OLI____________________________ Old Landfill Inventory
LCID__________________________ Land -Clearing and Inert Debris (LCID) Landfill Notifications
State and tribal leaking storage tank lists
LAST__________________________ Leaking Aboveground Storage Tanks
LUST -------------------------- Regional UST Database
INDIAN LUST_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Leaking Underground Storage Tanks on Indian Land
LUST TRUST_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ State Trust Fund Database
State and tribal registered storage tank lists
FEMA UST____________________ Underground Storage Tank Listing
UST___________________________ Petroleum Underground Storage Tank Database
AST___________________________ AST Database
INDIAN UST__________________ Underground Storage Tanks on Indian Land
State and tribal institutional control / engineering control registries
INST CONTROL_ _ _ _ _ _ _ _ _ _ _ _ _ _ No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
VCP___________________________ Responsible Party Voluntary Action Sites
INDIAN VCP__________________ Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS______________ Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS----------- A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
HIST LF_______________________
Solid Waste Facility Listing
SWRCY_______________________
Recycling Center Listing
INDIAN ODI-------------------
Report on the Status of Open Dumps on Indian Lands
ODI___________________________
Open Dump Inventory
DEBRIS REGION 9-----------
Torres Martinez Reservation Illegal Dump Site Locations
IHS OPEN DUMPS___________
Open Dumps on Indian Land
TC5624383.2s EXECUTIVE SUMMARY 4

EXECUTIVE SUMMARY
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL----------------- Delisted National Clandestine Laboratory Register
US CDL----------------------- National Clandestine Laboratory Register
Local Land Records
LIENS 2_______________________ CERCLA Lien Information
Records of Emergency Release Reports
HMI RS_ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ Hazardous Materials Information Reporting System
SPILLS________________________
Spills Incident Listing
IMD___________________________
Incident Management Database
SPILLS 90____________________
SPILLS 90 data from FirstSearch
SPILLS 80____________________
SPILLS 80 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR _ _ _ _ _
_ _ _ RCRA - Non Generators / No Longer Regulated
FUDS_________________________
Formerly Used Defense Sites
DOD__________________________
Department of Defense Sites
SCRD DRYCLEANERS-------
State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR---------------
Financial Assurance Information
EPA WATCH LIST____________
EPA WATCH LIST
2020 COR ACTION_ _ _ _ _ _ _ _
_ _ _ 2020 Corrective Action Program List
TSCA_________________________
Toxic Substances Control Act
TRIS__________________________
Toxic Chemical Release Inventory System
SSTS--------------------------
Section 7 Tracking Systems
ROD__________________________
Records Of Decision
RMP__________________________
Risk Management Plans
RAATS------------------------
RCRA Administrative Action Tracking System
PRP___________________________
Potentially Responsible Parties
PADS_________________________
PCB Activity Database System
ICIS___________________________
Integrated Compliance Information System
FTTS--------------------------
FI FRA/ TSCA Tracking System - FI FRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
MLTS_________________________
Material Licensing Tracking System
COAL ASH DOE_ _ _ _ _ _ _ _ _ _ _
_ _ _ Steam -Electric Plant Operation Data
COAL ASH EPA_ _ _ _ _ _ _ _ _ _ _
_ _ _ Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER _ _ _ _
_ _ _ PCB Transformer Registration Database
RADI NFO_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ Radiation Information Database
H I ST FTTS--------------------
FI FRA/TSCA Tracking System Administrative Case Listing
DOT OPS_____________________
Incident and Accident Data
CONSENT____________________
Superfund (CERCLA) Consent Decrees
INDIAN RESERV_____________
Indian Reservations
FUSRAP----------------------
Formerly Utilized Sites Remedial Action Program
UMTRA_______________________
Uranium Mill Tailings Sites
LEAD SMELTERS_ _ _ _ _ _ _ _ _
_ _ _ Lead Smelter Sites
US AIRS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ Aerometric Information Retrieval System Facility Subsystem
US MINES____________________
Mines Master Index File
ABANDONED MINES ---------
Abandoned Mines
FINDS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ . Facility Index System/Facility Registry System
DOCKET HWC----------------
Hazardous Waste Compliance Docket Listing
TC5624383.2s EXECUTIVE SUMMARY 5

EXECUTIVE SUMMARY
UXO ---------------------------
Unexploded Ordnance Sites
ECHO_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ Enforcement & Compliance History Information
FUELS PROGRAM_ _ _ _ _ _
_ _ _ _ _ EPA Fuels Program Registered Listing
AIRS__________________________
Air Quality Permit Listing
ASBESTOS___________________
ASBESTOS
COAL ASH____________________
Coal Ash Disposal Sites
DRYCLEANERS______________
Drycleaning Sites
Financial Assurance_ _ _ _ _
_ _ _ _ _. Financial Assurance Information Listing
NPDES------------------------
NPDES Facility Location Listing
UIC----------------------------
Underground Injection Wells Listing
PCSRP------------------------
Petroleum -Contaminated Soil Remediation Permits
SEPT HAULERS_ _ _ _ _ _ _ _ _
_ _ _ _ _ Permitted Septage Haulers Listing
CCB___________________________
Coal Ash Structural Fills (CCB) Listing
AOP---------------------------
Animal Operation Permits Listing
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP_____________________ EDR Proprietary Manufactured Gas Plants
EDR Hist Auto_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . EDR Exclusive Historical Auto Stations
EDR Hist Cleaner_ _ _ _ _ _ _ _ _ _ _ _ _ EDR Exclusive Historical Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS-------------------- Recovered Government Archive State Hazardous Waste Facilities List
RGA LF----------------------- Recovered Government Archive Solid Waste Facilities List
RGA LUST_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
State- and tribal - equivalent NPL
NC HSDS: The Hazardous Substance Disposal Sites list contains locations of uncontrolled and
unregulated hazardous waste sites. The file contains sites on the national priority list as well as the state
priority list. The data source is the North Carolina Center for Geographic Information and Analysis.
A review of the NC HSDS list, as provided by EDR, and dated 08/09/2011 has revealed that there is 1
TC5624383.2s EXECUTIVE SUMMARY 6

EXECUTIVE SUMMARY
NC HSDS site within approximately 1 mile of the target property.
Equal/Higher Elevation
PITT CO UTIL LDFL
State- and tribal - equivalent CERCLIS
Address Direction / Distance Map ID Page
WSW 1/2 - 1 (0.874 mi.) 0 8
SHWS: The State Hazardous Waste Sites records are the states' equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state
funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by
potentially responsible parties. The data come from the Department of Environment & Natural Resources'
Inactive Hazardous Sites Program.
A review of the SHWS list, as provided by EDR, and dated 12/10/2018 has revealed that there is 1 SHWS
site within approximately 1 mile of the target property.
Eaual/Hiaher Elevation Address Direction / Distance Map ID
PITT COUNTY UTILITY
Facility Id: NCD980557672
PORT TERMINAL RD
SW 1/2 - 1 (0.784 mi.)
1
Page
8
TC5624383.2s EXECUTIVE SUMMARY 7

EXECUTIVE SUMMARY
There were no unmapped sites in this report.
TC5624383.2s EXECUTIVE SUMMARY 8

OVERVIEW MAP - 5624383.2S
Target Property
Sites at elevations higher than
or equal to the target property
♦
Sites at elevations lower than
the target property
A
Manufactured Gas Plants
National Priority List Sites
Dept. Defense Sites
0 1/4 1/2 1 Mlles
Indian Reservations BIA Hazardous Substance
Power transmission lines Disposal Sites
ioo-year flood zone
5oo-year flood zone
■ National Wetland Inventory
State Wetlands
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.
SITE NAME: Greenville Utility CLIENT: Restoration Systems, LLC
ADDRESS: 2242 Sunny Side Road CONTACT: JD Hamby
Greenville INC 27834 INQUIRY #: 5624383.2s
LAT/LONG: 35.603261 / 77.294681 DATE: April 17, 2019 11:41 am
Copyright �o 2019 EDR, Inc. (,) 2015 TonnTom Rai. 2015.

DETAIL MAP - 5624383.2S
Target Property
0 1 /16
1 /a 1 /4 Mlles
Sites at elevations higher than
or equal to the target property
Indian Reservations BIA
Hazardous Substance
♦
Sites at elevations lower than
Power transmission lines
a
Disposal Sites
the target property
100-year flood zone
A
Manufactured Gas Plants
5oo-year flood zone
t
Sensitive Receptors
National Priority List Sites
National Wetland Inventory
Dept. Defense Sites
0
State Wetlands
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.
SITE NAME: Greenville Utility CLIENT: Restoration Systems, LLC
ADDRESS: 2242 Sunny Side Road CONTACT: JD Hamby
Greenville INC 27834 INQUIRY #: 5624383.2s
LAT/LONG: 35.603261 / 77.294681 DATE: April 17, 2019 11:43 am
Copyright �o 2019 EDR, Inc. (,) 2015 TonnTom Rai. 2015.

MAP FINDINGS SUMMARY
Search
Distance Target
Total
Database (Miles) Property
< 1/8
1/8-1/4
1/4-1/2
1/2-1
> 1
Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000
0
0
0
0
NR
0
Proposed NPL 1.000
0
0
0
0
NR
0
NPL LIENS 1.000
0
0
0
0
NR
0
Federal Delisted NPL site list
Delisted NPL 1.000
0
0
0
0
NR
0
Federal CERCLIS list
FEDERAL FACILITY 0.500
0
0
0
NR
NR
0
SEMS 0.500
0
0
0
NR
NR
0
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500
0
0
0
NR
NR
0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000
0
0
0
0
NR
0
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500
0
0
0
NR
NR
0
Federal RCRA generators list
RCRA-LQG 0.250
0
0
NR
NR
NR
0
RCRA-SQG 0.250
0
0
NR
NR
NR
0
RCRA-CESQG 0.250
0
0
NR
NR
NR
0
Federal institutional controls /
engineering controls registries
LUCIS 0.500
0
0
0
NR
NR
0
US ENG CONTROLS 0.500
0
0
0
NR
NR
0
US INST CONTROL 0.500
0
0
0
NR
NR
0
Federal ERNS list
ERNS TP
NR
NR
NR
NR
NR
0
State- and tribal - equivalent NPL
NC HSDS 1.000
0
0
0
1
NR
1
State- and tribal - equivalent CERCLIS
SHWS 1.000
0
0
0
1
NR
1
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500
0
0
0
NR
NR
0
DEBRIS 0.500
0
0
0
NR
NR
0
OLI 0.500
0
0
0
NR
NR
0
LCID 0.500
0
0
0
NR
NR
0
TC5624383.2s Page 4

MAP FINDINGS SUMMARY
Search
Distance Target
Total
Database (Miles) Property
< 1/8
1/8-1/4
1/4-1/2
1/2-1
> 1
Plotted
State and tribal leaking storage tank lists
LAST 0.500
0
0
0
NR
NR
0
LUST 0.500
0
0
0
NR
NR
0
INDIAN LUST 0.500
0
0
0
NR
NR
0
LUST TRUST 0.500
0
0
0
NR
NR
0
State and tribal registered storage tank lists
FEMA UST 0.250
0
0
NR
NR
NR
0
UST 0.250
0
0
NR
NR
NR
0
AST 0.250
0
0
NR
NR
NR
0
INDIAN UST 0.250
0
0
NR
NR
NR
0
State and tribal institutional
control / engineering control registries
INST CONTROL 0.500
0
0
0
NR
NR
0
State and tribal voluntary cleanup sites
VCP 0.500
0
0
0
NR
NR
0
INDIAN VCP 0.500
0
0
0
NR
NR
0
State and tribal Brownfields sites
BROWNFIELDS 0.500
0
0
0
NR
NR
0
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS
0.500
Local Lists of Landfill / Solid
Waste Disposal Sites
HIST LF
0.500
SWRCY
0.500
INDIAN ODI
0.500
ODI
0.500
DEBRIS REGION 9
0.500
IHS OPEN DUMPS
0.500
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL
TP
US CDL
TP
Local Land Records
LIENS 2
TP
Records of Emergency Release Reports
HMIRS
TP
SPILLS
TP
I M D
0.500
0
0
0
NR
NR 0
0
0
0
NR
NR 0
0
0
0
NR
NR 0
0
0
0
NR
NR 0
0
0
0
NR
NR 0
0
0
0
NR
NR 0
0
0
0
NR
NR 0
NR
NR
NR
NR
NR 0
NR
NR
NR
NR
NR 0
NR
NR
NR
NR
NR 0
NR
NR
NR
NR
NR 0
NR
NR
NR
NR
NR 0
0
0
0
NR
NR 0
TC5624383.2s Page 5

MAP FINDINGS SUMMARY
Search
Distance
Target
Database
(Miles)
Property < 1 /8
1/8-1/4
1/4-1/2
1/2-1
> 1
SPILLS 90
TP
NR
NR
NR
NR
NR
SPILLS 80
TP
NR
NR
NR
NR
NR
Other Ascertainable Records
RCRA NonGen / NLR
0.250
0
0
NR
NR
NR
FUDS
1.000
0
0
0
0
NR
DOD
1.000
0
0
0
0
NR
SCRD DRYCLEANERS
0.500
0
0
0
NR
NR
US FIN ASSUR
TP
NR
NR
NR
NR
NR
EPA WATCH LIST
TP
NR
NR
NR
NR
NR
2020 COR ACTION
0.250
0
0
NR
NR
NR
TSCA
TP
NR
NR
NR
NR
NR
TRIS
TP
NR
NR
NR
NR
NR
SSTS
TP
NR
NR
NR
NR
NR
ROD
1.000
0
0
0
0
NR
RMP
TP
NR
NR
NR
NR
NR
RAATS
TP
NR
NR
NR
NR
NR
PRP
TP
NR
NR
NR
NR
NR
PADS
TP
NR
NR
NR
NR
NR
ICIS
TP
NR
NR
NR
NR
NR
FTTS
TP
NR
NR
NR
NR
NR
MLTS
TP
NR
NR
NR
NR
NR
COAL ASH DOE
TP
NR
NR
NR
NR
NR
COAL ASH EPA
0.500
0
0
0
NR
NR
PCB TRANSFORMER
TP
NR
NR
NR
NR
NR
RADINFO
TP
NR
NR
NR
NR
NR
HIST FTTS
TP
NR
NR
NR
NR
NR
DOT OPS
TP
NR
NR
NR
NR
NR
CONSENT
1.000
0
0
0
0
NR
INDIAN RESERV
1.000
0
0
0
0
NR
FUSRAP
1.000
0
0
0
0
NR
UMTRA
0.500
0
0
0
NR
NR
LEAD SMELTERS
TP
NR
NR
NR
NR
NR
US AIRS
TP
NR
NR
NR
NR
NR
US MINES
0.250
0
0
NR
NR
NR
ABANDONED MINES
0.250
0
0
NR
NR
NR
FINDS
TP
NR
NR
NR
NR
NR
DOCKET HWC
TP
NR
NR
NR
NR
NR
UXO
1.000
0
0
0
0
NR
ECHO
TP
NR
NR
NR
NR
NR
FUELS PROGRAM
0.250
0
0
NR
NR
NR
AIRS
TP
NR
NR
NR
NR
NR
ASBESTOS
TP
NR
NR
NR
NR
NR
COAL ASH
0.500
0
0
0
NR
NR
DRYCLEANERS
0.250
0
0
NR
NR
NR
Financial Assurance
TP
NR
NR
NR
NR
NR
NPDES
TP
NR
NR
NR
NR
NR
UIC
TP
NR
NR
NR
NR
NR
PCSRP
0.500
0
0
0
NR
NR
SEPT HAULERS
TP
NR
NR
NR
NR
NR
CCB
0.500
0
0
0
NR
NR
Total
Plotted
TC5624383.2s Page 6

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2-1 > 1 Plotted
AOP TP NR NR NR NR NR 0
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 0 NR NR NR NR 0
EDR Hist Cleaner 0.125 0 NR NR NR NR 0
411:aNx9161Tl4N=I1Zr161T/4NkiIdjI=Iki11r_VZN:119*?
Exclusive Recovered Govt. Archives
RGA HWS TP NR NR NR NR NR 0
RGA LF TP NR NR NR NR NR 0
RGA LUST TP NR NR NR NR NR 0
- Totals -- 0 0 0 0 2 0 2
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5624383.2s Page 7

Map ID
Direction
Distance
Elevation Site
HSDS
Region
WSW
1/2-1
4616 ft.
I:Jk091010111111M69194
,NC
MAP FINDINGS
HSDS:
Site Type:
Superfund ID:
Lat/Long:
Total area in coverage units:
Total perimeter in coverage units:
X-value coordinate in feet:
Y-value coordinate in feet:
Sites designated as superfund cleanup sites:
Length of feature in internal units:
Area of feature in internal units squared:
1 PITT COUNTY UTILITY LANDFILL
SW PORT TERMINAL RD
1/2-1 GREENVILLE, NC
0.784 mi.
4138 ft.
Relative:
SHWS:
Higher
EPAID:
Actual:
Lat/Longitude:
15 ft.
Geolocation Method:
Federal
980 557 672
35 35 45.515878 77 18 31.584098
12211.2949219
422.28198242
2502756.5
676099.25
445
422.281919734
12211.2920249
NCD980557672
35.59677 /-77.30611
Not reported
EDR ID Number
Database(s) EPA ID Number
NC HSDS S102442544
N/A
SHWS S111085678
N/A
TC5624383.2s Page 8

Count: 0 records.
ORPHAN SUMMARY
City EDR ID Site Name Site Address Zip Database(s)
NO SITES FOUND
TC5624383.2s Page 9

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 18
NPL Site Boundaries
Source: EPA
Telephone: N/A
Last EDR Contact: 04/05/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
Sources:
EPA's Environmental Photographic Interpretation Center (EPIC)
Telephone: [phone]
EPA Region 1
Telephone [phone]
EPA Region 3
Telephone [phone]
EPA Region 4
Telephone [phone]
EPA Region 5
Telephone [phone]
EPA Region 10
Telephone [phone]
EPA Region 6
Telephone:[phone]
EPA Region 7
Telephone:[phone]
EPA Region 8
Telephone:[phone]
EPA Region 9
Telephone: [phone]
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 18
Source: EPA
Telephone: N/A
Last EDR Contact: 04/05/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.
TC5624383.2s Page GR-1

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 10/15/1991
Date Data Arrived at EDR: 02/02/1994
Date Made Active in Reports: 03/30/1994
Number of Days to Update: 56
Federal Delisted NPL site list
Source: EPA
Telephone: [phone]
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
Delisted NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 18
Federal CERCLIS list
Source: EPA
Telephone: N/A
Last EDR Contact: 04/05/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAG) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Date of Government Version: 11/07/2016
Date Data Arrived at EDR: 01/05/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 92
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 04/05/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Varies
SEMS: Superfund Enterprise Management System
SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites,
and remedial activities performed in support of EPA's Superfund Program across the United States. The list was
formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous
waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons,
pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the
sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 02/06/2019
Date Data Arrived at EDR: 02/15/2019
Date Made Active in Reports: 03/15/2019
Number of Days to Update: 28
Federal CERCLIS NFRAP site list
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/14/2019
Next Scheduled EDR Contact: 04/29/2019
Data Release Frequency: Quarterly
SEMS-ARCHIVE: Superfund Enterprise Management System Archive
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under
the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP,
renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while
it is archived if site conditions change and/or new information becomes available. Archived sites have been removed
and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA's knowledge,
assessment at a site has been completed and that EPA has determined no further steps will be taken to list the
site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or
other considerations require a recommendation for listing at a later time. The decision does not necessarily mean
that there is no hazard associated with a given site; it only means that. based upon available information, the
location is not judged to be potential NPL site.
Date of Government Version: 02/06/2019
Date Data Arrived at EDR: 02/15/2019
Date Made Active in Reports: 03/15/2019
Number of Days to Update: 28
Federal RCRA CORRACTS facilities list
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/14/2019
Next Scheduled EDR Contact: 04/29/2019
Data Release Frequency: Quarterly
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Federal RCRA non-CORRACTS TSD facilities list
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Federal RCRA generators list
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
RCRA-LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
RCRA-SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators
(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
Federal institutional controls / engineering controls registries
LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Date of Government Version: 10/17/2018
Date Data Arrived at EDR: 10/25/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 43
Source: Department of the Navy
Telephone: [phone]
Last EDR Contact: 02/07/2019
Next Scheduled EDR Contact: 05/27/2019
Data Release Frequency: Varies
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Date of Government Version: 01/31/2019
Date Data Arrived at EDR: 02/04/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 32
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/04/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Date of Government Version: 01/31/2019
Date Data Arrived at EDR: 02/04/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 32
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/04/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Federal ERNS list
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 02/04/2019 Source: National Response Center, United States Coast Guard
Date Data Arrived at EDR: 02/08/2019 Telephone: [phone]
Date Made Active in Reports: 03/08/2019 Last EDR Contact: 03/26/2019
Number of Days to Update: 28 Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
State- and tribal - equivalent NPL
HSDS: Hazardous Substance Disposal Site
Locations of uncontrolled and unregulated hazardous waste sites. The file includes sites on the National Priority
List as well as those on the state priority list.
Date of Government Version: 08/09/2011 Source: North Carolina Center for Geographic Information and Analysis
Date Data Arrived at EDR: 11/08/2011 Telephone: [phone]
Date Made Active in Reports: 12/05/2011 Last EDR Contact: 03/04/2019
Number of Days to Update: 27 Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Biennially
State- and tribal - equivalent CERCLIS
SHWS: Inactive Hazardous Sites Inventory
State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds
(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially
responsible parties. Available information varies by state.
Date of Government Version: 12/10/2018 Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 12/12/2018 Telephone: [phone]
Date Made Active in Reports: 02/05/2019 Last EDR Contact: 03/13/2019
Number of Days to Update: 55 Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
State and tribal landfill and/or solid waste disposal site lists
SWF/LF: List of Solid Waste Facilities
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
Date of Government Version: 10/05/2018 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/26/2018 Telephone: [phone]
Date Made Active in Reports: 02/05/2019 Last EDR Contact: 03/29/2019
Number of Days to Update: 41 Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Varies
OLL Old Landfill Inventory
Old landfill inventory location information. (Does not include no further action sites and other agency lead
sites).
Date of Government Version: 10/09/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 01/15/2019 Telephone: [phone]
Date Made Active in Reports: 03/26/2019 Last EDR Contact: 04/12/2019
Number of Days to Update: 70 Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
DEBRIS: Solid Waste Active Disaster Debris Sites Listing
NCDEQ Division of Waste Management Solid Waste Section Temporary Disaster Debris Staging Site (TDDSS) Locations
which are available to be activated in a disaster or emergency.. Disaster Debris Sites can only be used for temporary
disaster debris storage if the site's responsible party activates the site for use by notifying the NCDEQ DWM
Solid Waste Section staff during an emergency
Date of Government Version: 11/28/2018
Date Data Arrived at EDR: 12/18/2018
Date Made Active in Reports: 02/05/2019
Number of Days to Update: 49
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 03/20/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Varies
LCID: Land -Clearing and Inert Debris (LCID) Landfill Notifications
A list all of the Land -Clearing and Inert Debris (LCID) Landfill Notification facilities (under 2 acres in
size) in North Carolina.
Date of Government Version: 09/06/2018
Date Data Arrived at EDR: 01/09/2019
Date Made Active in Reports: 03/25/2019
Number of Days to Update: 75
State and tribal leaking storage tank lists
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
LAST: Leaking Aboveground Storage Tanks
A listing of leaking aboveground storage tank site locations.
Date of Government Version: 02/01/2019 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 02/06/2019 Telephone: [phone]
Date Made Active in Reports: 03/25/2019 Last EDR Contact: 02/06/2019
Number of Days to Update: 47 Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
LUST: Regional UST Database
This database contains information obtained from the Regional Offices. It provides a more detailed explanation
of current and historic activity for individual sites, as well as what was previously found in the Incident Management
Database. Sites in this database with Incident Numbers are considered LUSTs.
Date of Government Version: 02/01/2019 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 02/06/2019 Telephone: [phone]
Date Made Active in Reports: 03/25/2019 Last EDR Contact: 02/06/2019
Number of Days to Update: 47 Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 03/05/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Date of Government Version: 04/25/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land
A listing of leaking underground storage tank locations on Indian Land.
Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 1
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land
Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 5
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in New Mexico and Oklahoma.
Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
LUST TRUST: State Trust Fund Database
This database contains information about claims against the State Trust Funds for reimbursements for expenses
incurred while remediating Leaking USTs.
Date of Government Version: 01/04/2019 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 01/09/2019 Telephone: [phone]
Date Made Active in Reports: 03/26/2019 Last EDR Contact: 04/10/2019
Number of Days to Update: 76 Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
State and tribal registered storage tank lists
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Date of Government Version: 05/15/2017
Date Data Arrived at EDR: 05/30/2017
Date Made Active in Reports: 10/13/2017
Number of Days to Update: 136
Source: FEMA
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
UST: Petroleum Underground Storage Tank Database
Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 02/01/2019 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 02/06/2019 Telephone: [phone]
Date Made Active in Reports: 03/25/2019 Last EDR Contact: 02/06/2019
Number of Days to Update: 47 Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
AST: AST Database
Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons.
Date of Government Version: 10/03/2018 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/18/2018 Telephone: [phone]
Date Made Active in Reports: 02/04/2019 Last EDR Contact: 03/18/2019
Number of Days to Update: 48 Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Semi -Annually
INDIAN UST R1: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Date of Government Version: 04/13/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R4: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Date of Government Version: 05/08/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 03/05/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R5: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 5
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN UST R6: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Date of Government Version: 04/01/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R10: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Date of Government Version: 04/12/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R8: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
Date of Government Version: 04/25/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R7: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Date of Government Version: 04/24/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
INDIAN UST R9: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Date of Government Version: 04/10/2018
Date Data Arrived at EDR: 05/18/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 63
Source: EPA Region 9
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
State and tribal institutional control / engineering control registries
INST CONTROL: No Further Action Sites With Land Use Restrictions Monitoring
A land use restricted site is a property where there are limits or requirements on future use of the property
due to varying levels of cleanup possible, practical, or necessary at the site.
Date of Government Version: 12/10/2018
Date Data Arrived at EDR: 12/12/2018
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 84
Source: Department of Environment, Health and Natural Resources
Telephone: [phone]
Last EDR Contact: 03/13/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
State and tribal voluntary cleanup sites
VCP: Responsible Party Voluntary Action Sites
Responsible Party Voluntary Action site locations.
Date of Government Version: 12/10/2018 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/12/2018 Telephone: [phone]
Date Made Active in Reports: 02/05/2019 Last EDR Contact: 03/13/2019
Number of Days to Update: 55 Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
Source: EPA, Region 7
Telephone: [phone]
Last EDR Contact: 04/20/2009
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Date of Government Version: 07/27/2015
Date Data Arrived at EDR: 09/29/2015
Date Made Active in Reports: 02/18/2016
Number of Days to Update: 142
State and tribal Brownfields sites
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 03/25/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Varies
BROWNFIELDS: Brownfields Projects Inventory
A brownfield site is an abandoned, idled, or underused property where the threat of environmental contamination
has hindered its redevelopment. All of the sites in the inventory are working toward a brownfield agreement for
cleanup and liabitliy control.
Date of Government Version: 12/03/2018 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 01/03/2019 Telephone: [phone]
Date Made Active in Reports: 02/05/2019 Last EDR Contact: 04/03/2019
Number of Days to Update: 33 Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
Date of Government Version: 12/17/2018
Date Data Arrived at EDR: 12/18/2018
Date Made Active in Reports: 01/11/2019
Number of Days to Update: 24
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/19/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Semi -Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Local Lists of Landfill / Solid Waste Disposal Sites
SWRCY: Recycling Center Listing
A listing of recycling center locations.
Date of Government Version: 01/28/2019 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 01/29/2019 Telephone: [phone]
Date Made Active in Reports: 03/26/2019 Last EDR Contact: 01/28/2019
Number of Days to Update: 56 Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Varies
HIST LF: Solid Waste Facility Listing
A listing of solid waste facilities.
Date of Government Version: 11/06/2006 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 02/13/2007 Telephone: [phone]
Date Made Active in Reports: 03/02/2007 Last EDR Contact: 01/19/2009
Number of Days to Update: 17 Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/29/2019
Next Scheduled EDR Contact: 05/13/2019
Data Release Frequency: Varies
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Date of Government Version: 06/30/1985 Source: Environmental Protection Agency
Date Data Arrived at EDR: 08/09/2004 Telephone: [phone]
Date Made Active in Reports: 09/17/2004 Last EDR Contact: 06/09/2004
Number of Days to Update: 39 Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Date of Government Version: 01/12/2009 Source: EPA, Region 9
Date Data Arrived at EDR: 05/07/2009 Telephone: [phone]
Date Made Active in Reports: 09/21/2009 Last EDR Contact: 01/17/2019
Number of Days to Update: 137 Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: No Update Planned
IHS OPEN DUMPS: Open Dumps on Indian Land
A listing of all open dumps located on Indian Land in the United States.
Date of Government Version: 04/01/2014 Source: Department of Health & Human Serivices, Indian Health Service
Date Data Arrived at EDR: 08/06/2014 Telephone: [phone]
Date Made Active in Reports: 01/29/2015 Last EDR Contact: 02/01/2019
Number of Days to Update: 176 Next Scheduled EDR Contact: 05/13/2019
Data Release Frequency: Varies
Local Lists of Hazardous waste / Contaminated Sites
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory
Register.
Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: No Update Planned
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 09/21/2018
Date Data Arrived at EDR: 09/21/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 49
Local Land Records
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Quarterly
LIENS 2: CERCLA Lien Information
A Federal CERCLA ('Superfund') lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 03/21/2019
Number of Days to Update: 7
Records of Emergency Release Reports
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/14/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Semi -Annually
HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 02/08/2019
Date Data Arrived at EDR: 02/08/2019
Date Made Active in Reports: 03/21/2019
Number of Days to Update: 41
Source: U.S. Department of Transportation
Telephone: [phone]
Last EDR Contact: 03/26/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
SPILLS: Spills Incident Listing
A listing spills, hazardous material releases, sanitary sewer overflows, wastewater treatment plant bypasses and
upsets, citizen complaints, and any other environmental emergency calls reported to the agency.
Date of Government Version: 12/12/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 12/17/2018 Telephone: [phone]
Date Made Active in Reports: 12/18/2018 Last EDR Contact: 04/08/2019
Number of Days to Update: 1 Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
IMD: Incident Management Database
Groundwater and/or soil contamination incidents
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 07/21/2006 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 08/01/2006 Telephone: [phone]
Date Made Active in Reports: 08/23/2006 Last EDR Contact: 07/01/2011
Number of Days to Update: 22 Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically,
they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are
already included in EDR incident and release records are not included in Spills 90.
Date of Government Version: 09/27/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
SPILLS 80: SPILLS80 data from FirstSearch
Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically,
they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that
are already included in EDR incident and release records are not included in Spills 80.
Date of Government Version: 06/14/2001
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Other Ascertainable Records
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do not presently generate hazardous
waste.
Date of Government Version: 03/01/2018
Date Data Arrived at EDR: 03/28/2018
Date Made Active in Reports: 06/22/2018
Number of Days to Update: 86
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/27/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 01/31/2015
Date Data Arrived at EDR: 07/08/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 97
Source: U.S. Army Corps of Engineers
Telephone: [phone]
Last EDR Contact: 04/03/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 11/10/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 62
Source: USGS
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Semi -Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 02/06/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 339
Source: U.S. Geological Survey
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: N/A
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Date of Government Version: 01/01/2017
Date Data Arrived at EDR: 02/03/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/15/2019
Next Scheduled EDR Contact: 05/27/2019
Data Release Frequency: Varies
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide
proof that they will have sufficient funds to pay for the clean up, closure, and post -closure care of their facilities.
Date of Government Version: 01/31/2019
Date Data Arrived at EDR: 02/04/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 32
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/26/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List' to facilitate dialogue between EPA, state and local environmental agencies on enforcement
matters relating to facilities with alleged violations identified as either significant or high priority. Being
on the Watch List does not mean that the facility has actually violated the law only that an investigation by
EPA or a state or local environmental agency has led those organizations to allege that an unproven violation
has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged
violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and
local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.
Date of Government Version: 08/30/2013
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 88
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/08/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action
Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe
contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but
have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.
Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.
Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 05/08/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 73
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/08/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 06/21/2017
Date Made Active in Reports: 01/05/2018
Number of Days to Update: 198
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/22/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Every 4 Years
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 01/10/2018
Date Made Active in Reports: 01/12/2018
Number of Days to Update: 2
Source: EPA
Telephone: [phone]
Last EDR Contact: 02/20/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Annually
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide -producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Date of Government Version: 12/31/2009
Date Data Arrived at EDR: 12/10/2010
Date Made Active in Reports: 02/25/2011
Number of Days to Update: 77
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/25/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Annually
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 18
RMP: Risk Management Plans
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/14/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing
industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of the last five years, and an evaluation of worst -case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.
Date of Government Version: 02/01/2019
Date Data Arrived at EDR: 02/14/2019
Date Made Active in Reports: 03/21/2019
Number of Days to Update: 35
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/22/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 08/13/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/09/2018
Number of Days to Update: 36
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/14/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB's who are required to notify the EPA of such activities.
Date of Government Version: 09/14/2018
Date Data Arrived at EDR: 10/11/2018
Date Made Active in Reports: 12/07/2018
Number of Days to Update: 57
Source: EPA
Telephone: [phone]
Last EDR Contact: 04/10/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Date of Government Version: 11/18/2016
Date Data Arrived at EDR: 11/23/2016
Date Made Active in Reports: 02/10/2017
Number of Days to Update: 79
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 04/08/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right -to -Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Date Data Arrived at EDR: 04/16/2009 Telephone: [phone]
Date Made Active in Reports: 05/11/2009 Last EDR Contact: 08/18/2017
Number of Days to Update: 25 Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: [phone]
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: Quarterly
MILTS: Material Licensing Tracking System
MILTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 08/30/2016
Date Data Arrived at EDR: 09/08/2016
Date Made Active in Reports: 10/21/2016
Number of Days to Update: 43
Source: Nuclear Regulatory Commission
Telephone: [phone]
Last EDR Contact: 01/22/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Quarterly
COAL ASH DOE: Steam -Electric Plant Operation Data
A listing of power plants that store ash in surface ponds.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 08/07/2009
Date Made Active in Reports: 10/22/2009
Number of Days to Update: 76
Source: Department of Energy
Telephone: [phone]
Last EDR Contact: 03/07/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Varies
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.
Date of Government Version: 07/01/2014
Date Data Arrived at EDR: 09/10/2014
Date Made Active in Reports: 10/20/2014
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 03/05/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Varies
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Date of Government Version: 05/24/2017
Date Data Arrived at EDR: 11/30/2017
Date Made Active in Reports: 12/15/2017
Number of Days to Update: 15
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/25/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 01/02/2019
Date Data Arrived at EDR: 01/03/2019
Date Made Active in Reports: 03/15/2019
Number of Days to Update: 71
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 04/02/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 12/17/2008
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Date of Government Version: 12/03/2018 Source: Department of Transporation, Office of Pipeline Safety
Date Data Arrived at EDR: 01/29/2019 Telephone: [phone]
Date Made Active in Reports: 03/21/2019 Last EDR Contact: 01/29/2019
Number of Days to Update: 51 Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Quarterly
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: 12/31/2018 Source: Department of Justice, Consent Decree Library
Date Data Arrived at EDR: 02/11/2019 Telephone: Varies
Date Made Active in Reports: 03/21/2019 Last EDR Contact: 04/05/2019
Number of Days to Update: 38 Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/2015
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 09/28/2017
Number of Days to Update: 218
Source: EPA/NTIS
Telephone: [phone]
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Biennially
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 07/14/2015
Date Made Active in Reports: 01/10/2017
Number of Days to Update: 546
Source: USGS
Telephone: [phone]
Last EDR Contact: 04/11/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Semi -Annually
FUSRAP: Formerly Utilized Sites Remedial Action Program
DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where
radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations.
Date of Government Version: 08/08/2017
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Energy
Telephone: [phone]
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Varies
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand -like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
Date of Government Version: 06/23/2017
Date Data Arrived at EDR: 10/11/2017
Date Made Active in Reports: 11/03/2017
Number of Days to Update: 23
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 03/11/2019
Date Data Arrived at EDR: 03/14/2019
Date Made Active in Reports: 03/21/2019
Number of Days to Update: 7
Source: Department of Energy
Telephone: [phone]
Last EDR Contact: 02/22/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 04/05/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Varies
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites
may pose a threat to public health through ingestion or inhalation of contaminated soil or dust
Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: [phone]
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS)
The database is a sub -system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data
on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This
information comes from source reports by various stationary sources of air pollution, such as electric power plants,
steel mills, factories, and universities, and provides information about the air pollutants they produce. Action,
air program, air program pollutant, and general level plant data. It is used to track emissions and compliance
data from industrial plants.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Date of Government Version: 11/27/2018 Source: Department of Labor, Mine Safety and Health Administration
Date Data Arrived at EDR: 02/27/2019 Telephone: [phone]
Date Made Active in Reports: 04/01/2019 Last EDR Contact: 02/27/2019
Number of Days to Update: 33 Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Semi -Annually
US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing
This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron
ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such
as gold, silver, copper, zinc, and lead) metal mines in the United States.
Date of Government Version: 12/05/2005
Date Data Arrived at EDR: 02/29/2008
Date Made Active in Reports: 04/18/2008
Number of Days to Update: 49
Source: USGS
Telephone: [phone]
Last EDR Contact: 03/01/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
US MINES 3: Active Mines & Mineral Plants Database Listing
Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team
of the USGS.
Date of Government Version: 04/14/2011
Date Data Arrived at EDR: 06/08/2011
Date Made Active in Reports: 09/13/2011
Number of Days to Update: 97
Source: USGS
Telephone: [phone]
Last EDR Contact: 03/01/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
ABANDONED MINES: Abandoned Mines
An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide
information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory
contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated
with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE
program officials. It is dynamic to the extent that it is modified as new problems are identified and existing
problems are reclaimed.
Date of Government Version: 09/10/2018
Date Data Arrived at EDR: 09/11/2018
Date Made Active in Reports: 09/14/2018
Number of Days to Update: 3
Source: Department of Interior
Telephone: [phone]
Last EDR Contact: 03/21/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 02/15/2019
Date Data Arrived at EDR: 03/05/2019
Date Made Active in Reports: 03/15/2019
Number of Days to Update: 10
Source: EPA
Telephone: [phone]
Last EDR Contact: 03/05/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Quarterly
ECHO: Enforcement & Compliance History Information
ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.
Date of Government Version: 03/03/2019
Date Data Arrived at EDR: 03/05/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 27
UXO: Unexploded Ordnance Sites
A listing of unexploded ordnance site locations
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 01/17/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 74
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 04/09/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Quarterly
Source: Department of Defense
Telephone: [phone]
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Varies
DOCKET HWC: Hazardous Waste Compliance Docket Listing
A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities.
Date of Government Version: 05/31/2018
Date Data Arrived at EDR: 07/26/2018
Date Made Active in Reports: 10/05/2018
Number of Days to Update: 71
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 03/01/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
FUELS PROGRAM: EPA Fuels Program Registered Listing
This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels
Programs. All companies now are required to submit new and updated registrations.
Date of Government Version: 02/19/2019
Date Data Arrived at EDR: 02/21/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 39
AIRS: Air Quality Permit Listing
A listing of facilities with air quality permits.
Date of Government Version: 12/10/2018
Date Data Arrived at EDR: 12/12/2018
Date Made Active in Reports: 02/04/2019
Number of Days to Update: 54
Source: EPA
Telephone: [phone]
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Quarterly
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 03/13/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
ASBESTOS: ASBESTOS
Asbestos notification sites
Date of Government Version: 01/31/2019 Source: Department of Health & Human Services
Date Data Arrived at EDR: 02/08/2019 Telephone: [phone]
Date Made Active in Reports: 03/25/2019 Last EDR Contact: 02/04/2019
Number of Days to Update: 45 Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
COAL ASH: Coal Ash Disposal Sites
A listing of coal combustion products distribution permits issued by the Division for the treatment, storage,
transportation, use and disposal of coal combustion products.
Date of Government Version: 09/06/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 09/19/2018 Telephone: [phone]
Date Made Active in Reports: 10/15/2018 Last EDR Contact: 02/25/2019
Number of Days to Update: 26 Next Scheduled EDR Contact: 05/13/2019
Data Release Frequency: Varies
DRYCLEANERS: Drycleaning Sites
Potential and known drycleaning sites, active and abandoned, that the Drycleaning Solvent Cleanup Program has
knowledge of and entered into this database.
Date of Government Version: 04/23/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 06/20/2018 Telephone: [phone]
Date Made Active in Reports: 07/25/2018 Last EDR Contact: 03/20/2019
Number of Days to Update: 35 Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Varies
Financial Assurance 1: Financial Assurance Information Listing
A listing of financial assurance information for underground storage tank facilities. Financial assurance is intended
to ensure that resources are available to pay for the cost of closure, post -closure care, and corrective measures
if the owner or operator of a regulated facility is unable or unwilling to pay.
Date of Government Version: 11/02/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 11/07/2018 Telephone: [phone]
Date Made Active in Reports: 11/19/2018 Last EDR Contact: 02/06/2019
Number of Days to Update: 12 Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
Financial Assurance 2: Financial Assurance Information Listing
Information for solid waste facilities. Financial assurance is intended to ensure that resources are available
to pay for the cost of closure, post -closure care, and corrective measures if the owner or operator of a regulated
facility is unable or unwilling to pay.
Date of Government Version: 10/02/2012 Source: Department of Environmental & Natural Resources
Date Data Arrived at EDR: 10/03/2012 Telephone: [phone]
Date Made Active in Reports: 10/26/2012 Last EDR Contact: 03/25/2019
Number of Days to Update: 23 Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Varies
Financial Assurance 3: Financial Assurance Information
Hazardous waste financial assurance information.
Date of Government Version: 06/11/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 06/12/2018 Telephone: [phone]
Date Made Active in Reports: 07/25/2018 Last EDR Contact: 03/11/2019
Number of Days to Update: 43 Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
NPDES: NPDES Facility Location Listing
General information regarding NPDES(National Pollutant Discharge Elimination System) permits.
Date of Government Version: 01/03/2019 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 01/30/2019 Telephone: [phone]
Date Made Active in Reports: 03/27/2019 Last EDR Contact: 01/30/2019
Number of Days to Update: 56 Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Varies
UIC: Underground Injection Wells Listing
A listing of uncerground injection wells locations.
Date of Government Version: 12/07/2018 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 12/11/2018 Telephone: [phone]
Date Made Active in Reports: 02/05/2019 Last EDR Contact: 03/04/2019
Number of Days to Update: 56 Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Quarterly
SEPT HAULERS: Permitted Septage Haulers Listing
This list of all active and permitted Septage Land Application Site (SLAS) and Septage Detention and Treatment
Facility (SDTF) sites in North Carolina. The purpose of this map is to provide the public and government entities
a visual overview of the businesses that manage septage and septage facilities throughout the state.
Date of Government Version: 07/23/2018
Date Data Arrived at EDR: 10/19/2018
Date Made Active in Reports: 01/04/2019
Number of Days to Update: 77
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
CCB: Coal Ash Structural Fills (CCB) Listing
These are not permitted Coal Ash landfills A list all of the now closed Coal Ash Structural Fills (CCB) in North
Carolina, in point data form. The purpose is to provide the public and other government entities a visual overview
of coal ash structural fills throughout the state and increase public awareness of their current locations.
Date of Government Version: 09/06/2018
Date Data Arrived at EDR: 01/09/2019
Date Made Active in Reports: 03/25/2019
Number of Days to Update: 75
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 04/22/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
AOP: Animal Operation Permits Listing
This listing includes animal operations that are required to be permitted by the state.
Date of Government Version: 01/26/2018
Date Data Arrived at EDR: 03/09/2018
Date Made Active in Reports: 06/07/2018
Number of Days to Update: 90
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 03/15/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Varies
PCSRP: Petroleum -Contaminated Soil Remediation Permits
To treat petroleum -contaminated soil in order to protect North Carolinaa??s environment and the health of the
citizens of North Carolina.
Date of Government Version: 01/08/2019
Date Data Arrived at EDR: 01/09/2019
Date Made Active in Reports: 03/26/2019
Number of Days to Update: 76
Source: Department of Environmental Quality
Telephone: [phone]
Last EDR Contact: 04/12/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR Hist Auto: EDR Exclusive Historical Auto Stations
EDR has searched selected national collections of business directories and has collected listings of potential
gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited
to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station
establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station,
filling station, auto, automobile repair, auto service station, service station, etc. This database falls within
a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents
unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,
but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR Hist Cleaner: EDR Exclusive Historical Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential
dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources
that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were
not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls
within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort
presents unique and sometimes proprietary data about past sites and operations that typically create environmental
concerns, but may not show up in current government records searches.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List
The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived
from historical databases and includes many records that no longer appear in current government lists. Compiled
from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 176 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LF: Recovered Government Archive Solid Waste Facilities List
The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases
and includes many records that no longer appear in current government lists. Compiled from Records formerly available
from the Department of Environment, Health and Natural Resources in North Carolina.
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012
Number of Days to Update: 196 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank
The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents
derived from historical databases and includes many records that no longer appear in current government lists.
Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North
Carolina.
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/20/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 172 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Date of Government Version: 02/11/2019 Source: Department of Energy & Environmental Protection
Date Data Arrived at EDR: 02/12/2019 Telephone: [phone]
Date Made Active in Reports: 03/04/2019 Last EDR Contact: 02/12/2019
Number of Days to Update: 20 Next Scheduled EDR Contact: 05/27/2019
Data Release Frequency: No Update Planned
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2017 Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/13/2018 Telephone: N/A
Date Made Active in Reports: 08/01/2018 Last EDR Contact: 04/10/2019
Number of Days to Update: 19 Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Annually
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 01/01/2019 Source: Department of Environmental Conservation
Date Data Arrived at EDR: 01/30/2019 Telephone: [phone]
Date Made Active in Reports: 02/14/2019 Last EDR Contact: 01/30/2019
Number of Days to Update: 15 Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Quarterly
PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2017 Source: Department of Environmental Protection
Date Data Arrived at EDR: 10/23/2018 Telephone: [phone]
Date Made Active in Reports: 11/27/2018 Last EDR Contact: 04/15/2019
Number of Days to Update: 35 Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2017 Source: Department of Environmental Management
Date Data Arrived at EDR: 02/23/2018 Telephone: [phone]
Date Made Active in Reports: 04/09/2018 Last EDR Contact: 02/19/2019
Number of Days to Update: 45 Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/15/2018
Date Made Active in Reports: 07/09/2018
Number of Days to Update: 24
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 03/11/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Annually
Oil/Gas Pipelines
Source: PennWell Corporation
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty
Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases
(Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information
is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant
its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.
Electric Power Transmission Line Data
Source: PennWell Corporation
This map includes information copyrighted by PennWell Corporation. This information is provided on a best
effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any
particular purpose. Such information has been reprinted with the permission of PennWell.
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: [phone]
The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: [phone]
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: National Institutes of Health
Telephone: [phone]
Information on Medicare and Medicaid certified nursing homes in the United States.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Public Schools
Source: National Center for Education Statistics
Telephone: [phone]
The National Center for Education Statistics' primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: [phone]
The National Center for Education Statistics' primary database on private school locations in the United States.
Daycare Centers: Child Care Facility List
Source: Department of Health & Human Services
Telephone: [phone]
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: [phone]
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetland Inventory
Source: US Fish & Wildlife Service
Telephone: [phone]
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC5624383.2s Page GR-27

GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM
TARGET PROPERTY ADDRESS
GREENVILLE UTILITY
2242 SUNNY SIDE ROAD
GREENVILLE, NC 27834
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
USGS TOPOGRAPHIC MAP
Target Property Map:
Version Date:
35.603261 - 35' 36' 11.74"
77.294681 - 77' 17' 40.85"
Zone 18
292132.0
3942170.5
12 ft. above sea level
5944944 GREENVILLE SE, NC
2013
EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration.
Assessment of the impact of contaminant migration generally has two principle investigative components:
1. Groundwater flow direction, and
2. Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
geologic strata.
TC5624383.2s Page A-1

GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site -specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
should contamination exist on the target property, what downgradient sites might be impacted.
TARGET PROPERTY TOPOGRAPHY
General Topographic Gradient: General SSE
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
North I South
TIP
0
A
West
TIP
Target Property Elevation: 12 ft.
East
1/2 1 Miles
Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified.
TC5624383.2s Page A-2

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water).
FEMA FLOOD ZONE
Flood Plain Panel at Target Property
3720560700J
Additional Panels in search area:
3720560800K
3720561700J
NATIONAL WETLAND INVENTORY
NWI Quad at Target Property
GREENVILLE SE
HYDROGEOLOGIC INFORMATION
FEMA Source Type
FEMA FIRM Flood data
FEMA Source Type
FEMA FIRM Flood data
FEMA FIRM Flood data
NWI Electronic
Data Coverage
YES - refer to the Overview Map and Detail Map
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
AQUIFLOW®
Search Radius: 1.000 Mile.
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
hydrogeologically, and the depth to water table.
LOCATION GENERAL DIRECTION
MAP ID FROM TP GROUNDWATER FLOW
Not Reported
TC5624383.2s Page A-3

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
move more quickly through sandy -gravelly types of soils than silty -clayey types of soils.
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
ROCK STRATIGRAPHIC UNIT
GEOLOGIC AGE IDENTIFICATION
Era: Mesozoic Category: Stratified Sequence
System: Cretaceous
Series: Navarro Group
Code: uK4 (decoded above as Era, System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Map, USGS Digital Data Series DDS - 11 (1994).
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
The following information is based on Soil Conservation Service STATSGO data.
Soil Component Name: ALPIN
Soil Surface Texture: fine sand
Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to
excessively drained sands and gravels.
Soil Drainage Class: Excessively. Soils have very high and high hydraulic conductivity and
low water holding capacity. Depth to water table is more than 6 feet.
Hydric Status: Soil does not meet the requirements for a hydric soil.
Corrosion Potential - Uncoated Steel: LOW
Depth to Bedrock Min: > 60 inches
Depth to Bedrock Max: > 60 inches
TC5624383.2s Page A-4

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Layer Information
Boundary
Classification
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
Permeability
Soil Reaction
Rate (in/hr)
(pH)
1
0 inches
3 inches
fine sand
Granular
COARSE -GRAINED
Max: 6.00
Max: 6.50
materials (35
SOILS, Sands,
Min: 2.00
Min: 4.50
pct. or less
Clean Sands,
passing No.
Poorly graded
200), Fine
sand.
Sand.
COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.
2
3 inches
54 inches
fine sand
Granular
COARSE -GRAINED
Max: 20.00
Max: 6.50
materials (35
SOILS, Sands,
Min: 6.00
Min: 4.50
pct. or less
Clean Sands,
passing No.
Poorly graded
200), Fine
sand.
Sand.
COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.
3
54 inches
99 inches
fine sand
Granular
COARSE -GRAINED
Max: 6.00
Max: 6.50
materials (35
SOILS, Sands,
Min: 2.00
Min: 4.50
pct. or less
Clean Sands,
passing No.
Poorly graded
200), Silty, or
sand.
Clayey Gravel
COARSE -GRAINED
and Sand.
SOILS, Sands,
Sands with fines,
Silty Sand.
OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: loamy fine sand
loam
fine sandy loam
loamy sand
Surficial Soil Types: loamy fine sand
loam
fine sandy loam
loamy sand
Shallow Soil Types: loam
sandy loam
Deeper Soil Types: sand
sandy loam
stratified
loamy sand
sandy clay loam
TC5624383.2s Page A-5

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
LOCAL / REGIONAL WATER AGENCY RECORDS
EDR Local/Regional Water Agency records provide water well information to assist the environmental
professional in assessing sources that may impact ground water flow direction, and in forming an
opinion about the impact of contaminant migration on nearby drinking water wells.
WELL SEARCH DISTANCE INFORMATION
DATABASE
SEARCH DISTANCE (miles)
Federal USGS
1.000
Federal FRDS PWS
Nearest PWS within 1 mile
State Database
1.000
FEDERAL USGS WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No Wells Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No PWS System Found
Note: PWS System location is not always the same as well location.
STATE DATABASE WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No Wells Found
OTHER STATE DATABASE INFORMATION
TC5624383.2s Page A-6

PHYSICAL SETTING SOURCE MAP - 5624383.2s
ors
a
County Boundary
N Major Roads
N Contour Lines
OO Earthquake epicenter, Richter 5 or greater
® Water Wells
© Public Water Supply Wells
® Cluster of Multiple Icons
0 1/4 1/2 1 Miles
Groundwater Flow Direction Wildlife Areas
c I Indeterminate Groundwater Flow at Location Natural Areas
c M Groundwater Flow Varies at Location o Rare & Endangered Species
SITE NAME: Greenville Utility CLIENT: Restoration Systems, LLC
ADDRESS: 2242 Sunny Side Road CONTACT: JD Hamby
Greenville INC 27834 INQUIRY #: 5624383.2s
LAT/LONG: 35.603261 / 77.294681 DATE: April 17, 2019 11:44 am
Copyright �o 2019 EDR, Inc. (,) 2015 TonnTom Rel. 2015.

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Map I D
Direction
Distance Database EDR ID Number
NC_NHEO
NC50005049
Elclass:
A
Precision1:
S
Eostat:
H
Gisid:
1442136
Edr id:
NC50005049
NC_NHEO
NC50013690
Elclass:
I
Precision1:
S
Eostat:
E
Gisid:
23349
Edr id:
NC50013690
NC_NHEO
NC50021855
Elclass:
I
Precision1:
S
Eostat:
E
Gisid:
23349
Edr id:
NC50021855
NC_SNHA
NC10003336
Acres:
2082.38
Sitename:
LOWER TAR
RIVER AQUATIC HABITAT
Quality type:
Not Reported
Sig:
B
Site id:
3336
Edr id:
NC10003336
TC5624383.2s Page A-8

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
AREA RADON INFORMATION
Federal EPA Radon Zone for PITT County: 3
Note: Zone 1 indoor average level > 4 pCi/L.
Zone 2 indoor average level — 2 pCi/L and — 4 pCi/L.
Zone 3 indoor average level < 2 pCi/L.
Federal Area Radon Information for PITT COUNTY, NC
Number of sites tested: 8
Area
Average Activity
% <4 pCi/L
% 4-20 pCi/L
% >20 pCi/L
Living Area - 1st Floor
0.125 pCi/L
100%
0%
0%
Living Area - 2nd Floor
Not Reported
Not Reported
Not Reported
Not Reported
Basement
4.100 pCi/L
0%
100%
0%
TC5624383.2s Page A-9

PHYSICAL SETTING SOURCE RECORDS SEARCHED
TOPOGRAPHIC INFORMATION
USGS 7.5' Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: [phone]
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetland Inventory
Source: US Fish & Wildlife Service
Telephone: [phone]
HYDROGEOLOGIC INFORMATION
AQUIFLOWR Information System
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)
soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
Telephone: [phone]
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping
scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management.
TC5624383.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: [phone]
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: [phone]
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water WeIIs: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
STATE RECORDS
North Carolina Public Water Supply Wells
Source: Department of Environmental Health
Telephone: [phone]
OTHER STATE DATABASE INFORMATION
North Carolina Wildlife Resources/Game Lands
Source: Center for Geographic Information and Analysis
Telephone: [phone]
All publicly owned game lands managed by the North Carolina Wildlife Resources Commission and as listed in Hunting
and Fishing Maps.
NC Natural Heritage Sites: Natural Heritage Element Occurrence Sites
Source: Natural Heritage Occurrence Sites Center for Geographic Information and Analysis
Telephone: [phone]
A point coverage identifying locations of rare and endangered species, occurrences of exemplary or unique natural
ecosystems (terrestrial or aquatic), and special animal habitats (e.g., colonial waterbird nesting sites).
NC Natural Areas: Significant Natural Heritage Areas
Source: Center for Geographic Information and Analysis
Telephone: [phone]
A polygon converage identifying sites (terrestrial or aquatic) that have particular biodiversity significance.
A site's significance may be due to the presenceof rare species, rare or high quality natural communities, or
other important ecological features.
RADON
State Database: NC Radon
Source: Department of Environment & Natural Resources
Telephone: [phone]
Radon Statistical and Non Statiscal Data
Area Radon Information
Source: USGS
Telephone: [phone]
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
TC5624383.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED
EPA Radon Zones
Source: EPA
Telephone: [phone]
Sections 307 & 309 of I RAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
OTHER
Airport Landing Facilities: Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines, prepared
in 1975 by the United State Geological Survey
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC5624383.2s Page PSGR-3

■ ■■■ Roy Cooper. Governor
E� NC DEPARTMENT OF Susi Hamilton. Secretary
■■■■■ NATURAL AND CULTURAL RESOURCES
■ ■■■ Walter Clark, Director, Land and Water Stewardship
NCNHDE-7325
October 19, 2018
Alexander Baldwin
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, NC 27604
RE. GUC Property
Dear Alexander Baldwin.
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/Directory/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, Clean Water
Management Trust 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 rod ney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MENT OF NATURAL AND CULTURAL RESOIJRCES
121 W. JfiNES STREET. RALEIGH. INC 27663 • 1651 MAIL SERVICE CENTER, RALEIGH. NC 2769!)
OFC 919.70.9120 - FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
GUC Property
October 19, 2018
NCNHDE-7325
Element Occurrences Documented Within Project Area
777VrT=Tc
I'Cc
n Name
Lam
Element
Accuracy Federal
— State
Global
State
GroupiL
Observation
Occurrence
Status
Status
Rank
Rank
Date
Rank
Freshwater
36530 Elliptic fisheriana
Northern Lance
2009-10-08
E
3-Medium ---
Significantly
G4
S3
Bivalve
Rare
Freshwater
14068 Elliptic roanokensis
Roanoke Slabshell
2017-08-01
E
3-Medium ---
Special
G3
S3
Bivalve
Concern
Freshwater
1148 Leptodea ochracea
Tidewater Mucket
2017-08-01
E
3-Medium ---
Threatened
G3G4
S2
Bivalve
Natural Areas Documented Within Project Area
epresentational Rating — Collective Rating
TAR/Lower Tar River Aquatic Habitat R1 (Exceptional) C2 (Very High)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/heir). Data query generated on October 19, 2018; source: NCNHP, Q4 Oct 2018.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
GUC Property
October 19, 2018
NCNHDE-7325
Element Occurrences
Documented
Within a One
-mile Radius of the Project
Area
xoncmi„
EO ID
Scientific Name
Element
°racy
Federal
State
Global
State
, .a
ir
Observation Occurrence
Status
Status
Rank
Rank
Date
Rank
A& A
Amphibian
12606
Necturus lewisi
Neuse River Waterdog
2016-11-09
AB
3-Medium
---
Special
G2
S2
Concern
Animal
23902
Waterbird Colony
---
2004
C
3-Medium
---
---
GNR
S3
Assemblage
Bird
25641
Haliaeetus
Bald Eagle
2015-04-22
E
2-High
Bald/Golden
Threatened
G5
S3B,S3
leucocephalus
Eagle
N
Protection
Act
Crustacean
3493
Orconectes
North Carolina Spiny
1980-03-24
H?
3-Medium
---
Special
G3
S3
carolinensis
Crayfish
Concern
Dragonfly or
33766
Somatochlora
Coppery Emerald
2004-Pre
H?
5-Very
---
Significantly
G3G4
S2?
Damselfly
georgiana
Low
Rare
Freshwater
1206
Alasmidonta undulata
Triangle Floater
2017-07-12
E
3-Medium
---
Threatened
G4
S3
Bivalve
Freshwater
36530
Elliptic fisheriana
Northern Lance
2009-10-08
E
3-Medium
---
Significantly
G4
S3
Bivalve
Rare
Freshwater
14068
Elliptic roanokensis
Roanoke Slabshell
2017-08-01
E
3-Medium
---
Special
G3
S3
Bivalve
Concern
Freshwater
25382
Lampsilis cariosa
Yellow Lampmussel
2009-10-08
E
3-Medium
---
Endangered
G3G4
S3
Bivalve
Freshwater
1148
Leptodea ochracea
Tidewater Mucket
2017-08-01
E
3-Medium
---
Threatened
G3G4
S2
Bivalve
Freshwater Fish32361
Enneacanthus obesus
Banded Sunfish
1997-04-01
E
3-Medium
---
Significantly
G5
S3
Ra re
Mammal
5451
Trichechus manatus
West Indian Manatee
1994-09-17
E
5-Very
Threatened
Threatened
G2
SIN
Low
Mayfly
14173
Baetisca obesa
a mayfly
1985-11-20
H?
3-Medium
---
Significantly
G5
S1
Ra re
Reptile
35037
Farancia
Rainbow Snake
1928-11-10
H
3-Medium
---
Significantly
G4
S3
erytrogramma
Rare
Page 3 of 5

Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational R Collective Rating
TAR/Lower Tar River Aquatic Habitat R1 (Exceptional) C2 (Very High)
Managed Areas Documented Within a One -mile Radius of the Project Area
anaged Area Namd W Owne Owner Type
NC Clean Water Management Trust Fund Easement NC DNCR, Clean Water Management Trust State
Fund
North Carolina Coastal Land Trust Easement North Carolina Coastal Land Trust Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/heir). Data query generated on October 19, 2018; source: NCNHP, Q4 Oct 2018.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

NCNHDE-7325: GUC Property
33
- - Rd
.
Pa0o\uS
0
-'
Moyes Run
�
l�
t
3 Bradford Creek
Old Pactolus, Rd
3 Golf course
e
ate
a
a
!
N r SIC
pevero
P `jie
i
i
/
49
e� Cr ek
loth
33
N
z
S
33 t rt
October 19, 2018
Project Boundary
Buffered Project Boundary
E]
NHP Natural Area (NHNA)
13
Managed Area (MAREA)
1:28,325
0 0.225 0.45 0.9 mi
0 0.375 0.75 1.5 km
SourcesEsri, HERE, Garmin, Intermap, increment P Corp_, GEBCO, USGS,
ENO, NIPS, NRCAN, GeriIGN, Kadaster NIL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), —stopo, © OpenStreetMap contributors, and
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Page 5 of 5

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2019-SLI-0082
Event Code: 04EN2000-2019-E-00175
Project Name: GUC Nutrient Buffer Bank
October 24, 2018
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16U.S.C. 1531 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

10/24/2018 Event Code: 04EN2000-2019-E-00175
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws. omi r olybirds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

10/24/2018 Event Code: 04EN2000-2019-E-00175
Attachment(s):
• Official Species List

10/24/2018 Event Code: 04EN2000-2019-E-00175
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

10/24/2018 Event Code: 04EN2000-2019-E-00175 2
Project Summary
Consultation Code: 04EN2000-2019-SLI-0082
Event Code: 04EN2000-2019-E-00175
Project Name: GUC Nutrient Buffer Bank
Project Type: LAND - RESTORATION / ENHANCEMENT
Project Description: Restoration Systems, LLC. is proposing to create a nutrient offset
mitigation banking project in improve water quality in the Tar -Pamlico
River Basin. Activities will include restricting future land use through a
conservation easement as well as reforestation of riparian buffer areas
with native trees and vegetation.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.goo�le.com/mgps/Tlace/35.603798729500056N77.29207739747483W
vo"°t JILL 1
' _ .. L;44 9eatlMILL
i�rElk:'#II
.O"
I 4
1 � 4
Counties: Pitt, NC

10/24/2018 Event Code: 04EN2000-2019-E-00175 3
Endangered Species Act Species
There is a total of 5 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
West Indian Manatee Trichechus manatus Threatened
There is final critical habitat for this species. Your location is outside the critical habitat.
This species is also protected by the Marine Mammal Protection Act, and may have additional
consultation requirements.
Species profile: https:Hecos.fws. o.ecp/species/4469
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws. o.ecp/species/7614

10/24/2018 Event Code: 04EN2000-2019-E-00175 4
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni Proposed
No critical habitat has been designated for this species. Threatened
Species profile: https:Hecos.fws. og v/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/784
Tar River Spinymussel Elliptio steinstansana Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws. og v/ecp/species/1392
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Banos, Administrator
Governor Roy Cooper
Secretary Susi H. I Iamilton
May 24, 2019
John Hamby
Restoration Systems, LLC
1101 Haynes St. Suite 211
Raleigh, NC 27604
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Greenville Utilities Commission Nutrient Offset Bank Project, Pitt County, ER 19-1476
Dear Mr. Hamby:
We received the request for environmental review pertaining to the Greenville Utilities Commission's proposed
Nutrient -Offset Bank. North Carolina Office of State Archaeology (OSA) records indicate that 20 recorded
archaeological sites occur within the project footprint area. Some were found and recorded in the 1980's by East
Carolina University's Anthropology Department and others were discovered during a survey performed in 1992 by
Archaeological Research Consultants, Inc. (ER 92-7060). Most of these sites are located adjacent and south of
Tributary #2 and adjacent to Barber Creek. No evidence was found to indicate that these sites were assessed for
their potential eligibility for inclusion on the National Register of Historic Places. A map of these sites and their
relative association with modern land features is available through the OSA.
Given the nature of this project it is understood that various degrees of disturbance are to be expected. We would
appreciate more detailed explanations of the specific disturbances associated with the project. Extensive disturbance
such as rerouting or de-channelization of Tributary #2 may involve finding and assessing archaeological sites that
may be affected.
We have determined that the project as proposed will not have an effect on any historic structures.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory
Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact
Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or environmental.reviewkncdcr.gov. In
all future communication concerning this project, please cite the above referenced tracking number.
Sincerely,
=tateMtoric
Bartos, Deputy
Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Page 7 of 4
Recorded: 03,03 20t13 atT01�00.24 PM
Fee Amt: $26.00 Page 1 of 4
Revenue Tax: $0.00
Pitt County, NC
Deborah T Barrington REG OF DEEDS
&K3075 PG123-126
GRANT OF EASEMENT ReWn Recorded Document to:
TRANSMISSION �iCtiuQ &bQx4-X(UVw*, Sandy Ogint
Administrator Property Records
Piedmont Natural Gas Company, Inc.
4720 Piedmont Row Dr.
Charlotte, NC 28210
STATE OF NORTH CAROLINA LINE NUMBER 42
COUNTY OF PITT PARCEL NUMBER FIFTEEN
TAX I D # 5607886517
THIS GRANT OF EASEMENT made this day of2013, from THE CITY OF
GREENVILLE, NORTH CAROLINA, a North Carolina municipal corporation, r the use and benefit of GREENVILLE
UTILITIES COMMISSION, a body politic (hereinafter designated as GRANTOR), to PIEDMONT NATURAL GAS
COMPANY, INC., (hereinafter designated as GRANTEE).
WITNESSETH
WHEREAS, GRANTEE is the owner of an easement thirty (30) feet wide for the construction, operation, and maintenance
of natural gas pipelines, as more particularly described in the instruments recorded in Book Y30, Page 435, and Book
Y30, Page 437, both Pitt County Registry (the "Existing Easement"), across certain land now owned by GRANTOR
described in the instrument recorded in Book 250 at Page 354 and shown in Map Book 67, Page 64, both Pitt County
Registry; and
WHEREAS, the increasing demand for natural gas by GRANTEE's customers has made it necessary that the Existing
Easement area be expanded by an additional twenty (20) feet in width, thereby increasing the easement to a width of fifty
(50) feet, said twenty (20) foot expansion area being shown as "NEW GAS ESM'T" on the attached Exhibit 1 of 2 and
Exhibit 2 of 2, 42-PIT-15 prepared by Regional Land Surveyors, Inc. dated 10/04/12 (the "Expansion Easement Area"
and, collectively with the Existing Easement, the "Expanded Easement').
That GRANTOR, for and in consideration of the sum of $2,680.00, and other valuable considerations, the receipt of which
is hereby acknowledged, hereby bargains, sells, and conveys unto GRANTEE, its successors and assigns, a right of way
and easement rights encumbering the Expanded Easement area for the purpose of laying, constructing, maintaining,
operating, repairing, altering, replacing, removing, and protecting one or more pipelines for the transportation of natural
gas under, upon, over, through, and across the land of GRANTOR (or in which GRANTOR has interest) situated in
Pactolus Township, Pitt County, North Carolina, as described in the instrument recorded in Book 250 at Page 354 and
shown in Map Book 67, Page 64, both Pitt County Registry.
The new right of way herein granted is 1.241 acres, more or less, being shown as the "NEW GAS ESM,r on Exhibit 1 of
2 and Exhibit 2 of 2, 42-PIT-15 prepared by Regional Land Surveyors, Inc. dated 10/04/12, copies of which are attached
hereto and made part hereof (the "Survey").
GRANTEE shall have all rights necessary or convenient for the full use and enjoyment of the rights herein granted,
including without limitation: (1) free and full right of access to and from the Expanded Easement area over and across the
aforesaid land; (2) to keep the Expanded Easement area cleared of trees, buildings, and other obstructions; and (3) to
construct, install, operate, utilize, rebuild, remove, protect and maintain pipes, valves, markers, Cathodic protection
equipment, anode beds and other appurtenant devises in conjunction with said gas facilities.
GRANTOR reserves the right to use the land over which said right of way and easement rights are hereby granted for all
purposes not inconsistent with said easement rights, the North Carolina Utilities Commission, GRANTEE'S current
encroachment specifications, and any federal, state, or local law, rule, or regulation, provided that GRANTOR and
GRANTEE agree that: (1) notwithstanding anything to the contrary herein, GRANTOR shall give written notification to
GRANTEE and GRANTOR shall obtain written approval from GRANTEE prior to any activity as defined in items (2)—(7) of
this paragraph; (2) the depth of said gas facilities below the surface of the ground shall not be reduced nor increased by
grading or any other work and any slopes allowed within said right of way shall be no greater than a four to one (4: 1) ratio;
(3) if streets, roads, equipment crossings, fences or utility lines are constructed across said right of way, they shall cross
as nearly as possible at right angles to gas line(s) and in no event shall they be constructed laterally along and over the
Expanded Easement area; (4) fences shall have minimum twelve (12) foot wide gate(s); (5) Removable pavers shall be
installed along the entire length and width of the pipeline easement in paved parking areas; (6) improvements shall not
adversely affect, in GRANTEE'S sole discretion, the access to, safety, construction, reconstruction, operation, or
maintenance of GRANTEE'S facilities and GRANTEE shall not be liable for damages to said future improvements
installed within the Expanded Easement area; (7) landscaping within the Expanded Easement area shall be limited to
lawn grasses and shrubs which have a maximum mature height of four (4) feet, (8) buildings, storage sheds, mobile
homes, wells, septic tanks, and/or related drain fields, absorption pits, detention ponds, irrigation systems (except
�Book: 3075 Page: 123 Pagel of Book:3075 Page: 123 Seq: 1

Paget of 4
a
crossing), sprinkler heads, swimming pools, ponds, lakes, erosion control sediment traps, underground vaults, burial
grounds, explosives or flammable materials, fires of any type, fire hydrants, catch basins, air strips, electrical transformers
or enclosures, utility poles, dumpsters, trash, uprooted stumps, boulders, rubble, building materials, junk or inoperable
vehicles, satellite signal receiver systems, or other obstructions are prohibited within the Expanded Easement area; (9)
GRANTOR shall not: (a) interfere with GRANTEE'S access or maintenance to its facilities, or (b) endanger the safety of
GRANTOR, GRANTEE, or the general public; (10) GRANTEE reserves the right to construct future pipelines within the
Expanded Easement area and GRANTOR shall not interfere with or object to the construction of said future pipelines; and
(11) all facilities installed by GRANTEE shall be and remain the property of GRANTEE and may be removed by it at any
time and from time to time.
GRANTEE agrees that it shall be responsible for actual damages to improvements that existed prior to this EASEMENT
and annual crops of GRANTOR both inside and outside said right of way on the above -referenced land caused by the
construction, installation, operation, utilization, inspection, rebuilding, removal, and maintenance of said facilities, and in
going to and from the Expanded Easement area, and shall be responsible for the breakage caused to any bridge and any
extraordinary damage to any road due to heavy hauling to and from said right of way, if claim is made within sixty (60)
days after such damages are sustained.
To have and to hold said Expanded Easement and easement rights unto GRANTEE, its affiliates, successors, and
assigns, perpetually and continuously. GRANTOR expressly give(s) GRANTEE, its successors and assigns, the right to
assign, license, lease, or otherwise transfer, in whole or part, this GRANT OF EASEMENT or any rights given herein, to
any person or entity, including but not limited to, any affiliated parent or subsidiary entity of GRANTEE, for the uses and
purposes expressly stated herein.
GRANTOR hereby bind(s) GRANTOR and GRANTOR'S heirs, representatives, and assigns to warrant and forever
defend all and singular said premises unto GRANTEE, its successors and assigns, against the claims of all persons
whomsoever.
IN WITNESS WHEREOF, this GRANT OF EASEMENT has been signed and sealed by GRANTOR, as of the date first
above written.
GRANTOR:
By:
ATTESTED: By:
STATE OF NORTH OLINA
COUNTY OF / rr
THE CITY OF GREENVILLE, NORTH CAROLINA, a
North Carolina municipal corporation, for the use
and benefit of GREENVILLE UTILITIES
COlqkAISSIQN, a body politic
Sign
ren M. Thomas Mayor
Sign
Carol L. Barwick , City Clerk
nCS _ a Notary Public of :�R' r � County, North Carolina, do hereby certify
that Carol C Barwick personally appeared before me this day and acknowledged that she is the City Clerk of the City of
Greenville, a North Carolina municipal corporation, and that by authority duly given and as the act of the corporation, the
foregoing GRANT OF EASEMENT was signed in its name by its Mayor, sealed with its corporate seal, and attested by
herself as its City Clerk.
Witness my hand and seal this J!:�—day of �nctLr_, 20j3 .
Y JOf Sign
t{ r.....•.•••o Public
N ry �A �rt " � a.Cs Print
+, r• U D t.% G.
My Commission Expires:
Book:3075 Page: 123 Seq:2
Book: 3075 Page: 123 Page 2 of 4

P �°� ' ` CITY OF GREENVILLE
«�PITT COUNTY, NORTH CAROLINA
t CHn
LINE �- TITLE REFERENCES
DEED BOOK 250 PAGE 354
MAP BOOK 67 PAGE 64SITE
-
��
MC
VITNIMAP
/ / J
SUN 0�^ '✓ TO wn
/- EX GAS ESMr
J 18 IDSDBPN'DB F39 PGr+iE2.506,975✓ F39 PG
15 �✓ /
PIN: 5607686517
CITY OF GREENVILLE /.
DB 250 PG 354 /
MB 67 PG 64 /
iJ
�J
J
GAS ESMT
NOTE.
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND, EXISUNG BOUNDARY EVIDENCE AND DEEDS AND
PUTS OF RECORD IN PITT COUNTY REGISTER OF DEEDS.
2. AREA BY COORDINATE COMPUTATION.
3. ALL DISTANCES ARE HORIZONTAL GROUND. IN FEET.
4. SUBJECT 70 ANY AND ALL EASEMENTS, RIGHTS -OF -WAY. STREETS
AND ASSESSMENTS. AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES, OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE
5. THIS SURVEY IS INTENDED FOR PNG EASEMENT ACQUISITION AND/OR
ABANDONMENT ONLY.
6. NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON CPS
OBSERVATIONS UTILIZING NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO THE NAD 83(NSiS 2007) DATUM.
Q IRON PIPE FOUND
• COMPUTED POINT (NOT SM
O PNG PARCEL NUMBER
PROPOSED GAS LINE
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
SUBJECT BOUNDARY LINE
ADJOIN_ERBOU_ND_A_RY LINE
RIGHT-OF-WAY LINE
TREE LINE - - - -
®mom
®W-1779
_�
REVIEW OFFICER CERTIFICATION:
I, ��� !• iicOBy . REVIEW OFFICER
TY, THAT THE MAP OR PUT
TO WHICH THIS CERTIFICATION IS AFFD= MEETS ALL
5TA7UTOEN7S FOR RECORDING.�s� 3
REDVIVIIE/CIW OFFICER ATE
I, DAVID A. CLARK_ A PROFESSIONAL LAND SURVEYOR OF
NORTH CAROLINA, HEREBY STATE THAT TO THE BEST
OF MY KNOWLEDGE, INFORMATION, AND BELIEF, THE SURVEY
SHOWN HEREON ACCURATELY DEPICTS THE AREA OF
EASEMENT ACQUISITION AND/OR ABANDONMENT BY PIEDMONT
NATURAL GAS COMPANY FROM THE PROPERTY OWNERS SHOWN
HEREON, UTILIZING THE INFORMATION IDENTIFIED IN NOTE 1.
/D
DAVID A
PIEDMONT NATURAL GAS
COMPANY, INC.
NEW EASEMENT
CROSSING PROPERTY OF
CITY OF GREENVILLE
EASEMENT NO. 15
AREA ON THIS SHEET IN P.N.G CO. NEW ESMT 24,885 SF / 0.571 AC
TOTAL AREA IN P.N.G CO. NEW ESMT 54,056 SF / 1,241 AC
PITT COUNTY LATERAL Project# 2738993
LINE 42
200 0 100 200
-J
1 Inch - 200 fL
```' CA
SEAL
*' L-4649 'Tk
.A
Book: 3075 Page: 123 Page 3 of 4

CITY OF GREEWALLE ,\
PITT COUNTY, NORTH CAROLINA
LINE 42
TITLE REFERENCES
1 ; DEED BOOK 250 PAGE 354
MAP BOOK 67 PAGE 64
f �
d,
16
PIN: 36I. SHOE,
ALTA T. 9iGE,
VICINITY MAP LINDA CATHERINE JAMES
KNAM
OT TO SCALE) \�� / / / WLLIAM DAVID SHOE
n / / DB 2914 PG 355
/ <p !%
RENEW OFFICER CERTIFICATION: i / Oar/
y�
I. E/rI L T F00,0-1 . RENEW OFFICER
FOR PITT COU . cmnvy MAT THE MAP OR PLAT
TC WHICH THIS CERTIFICATION IS AFFDOO) MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDIN`,L//'3 L* '
RENEW OFFICER DATE
' J
15
PIN: 56078M17
CITY OF GREENVILLE
i-. DB 250 PC 354
NEW GAS ESMT
/ NEW ESMi LINE TABLE
/ LINE LENGTHI BEARING
/ EX. GAS ESM'T L7
/ 11 Y30 PG 431 i 5 L2
/ D I Y30 PG 43 L3 1 • 4
/ OB F38 PG 55 LI IS&Vr N6
B F39 PG S66 LS
/ L7
Ile La 112LW s7wws"
/ BOULINENDARY TIE LINE TABLE
/ LENGTH BFAR111G
NOTES--
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND, EXISTING BOUNDARY EVIDENCE AND DEEDS AND
PLATS OF RECORD IN PITT COUNTY REGISTER OF DEEDS.
2. AREA BY COORDINATE COMPUTATION.
3. ALL DISTANCES ARE HORIZONTAL GROUND, IN FEET.
4. SUBJECT TO ANY AND ALL EASEMENTS. RIGHTS -OF -WAY, STREETS
AND ASSESSMENTS. AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE, CLERK OF COURT. TOWN OR COUNTY TAX
OFFICES, OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
5 THIS SURVEY IS INTENDED FOR PNO EASEMENT ACQUISITION AND/OR
ABANDONMENT ONLY.
6. NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
OBSERVATIONS UTILIZING NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO THE HAD SXNSRS 2007) DATUM.
Q IRON PIPE FOUND
• COMPUTED POINT (NOT
O PNG PARCEL NUMBER
PROPOSED GAS LINE
G—G—G—G
PROPOSED PNG EASEMENT
E10Sa! PNG EASEM ENT
SUBJECT BOUNDARY LINE
ADJOBBiR BOUNDARY LINE --
RIGHT-OF-WAY LINE -
TREE LINE
4 DAVID A. CLERK, A PROFESSIONAL LAND SURVEYOR OF
NORTH CAROLINA. HEREBY STATE THAT TO THE BEST
OF MY KNOWLEDGE, INFORMATION. AND BELIEF. THE SURVEY
SHOWN HEREON ACCURATELY DEPICTS THE AREA OF
EASEMENT ACQUISITION AND/OR ABANDONMENT BY PIEDMONT
NATURAL GAS COMPANY FROM THE PROPERTY OWNERS SHOWN
HEREON. UTILIZING THE INFORMATION IDENTIFIED IN NOTE 1.
AND A. CLERK L-1648
PIEDMONT NATURAL GAS
SE" COMPANY, INC.
NEW EASEMENT
CROSSING PROPERTY OF
CITY OF GREENVILLE
EASEMENT NO. 15
AREA ON THIS SHEET IN P.N.G CO. NEW ESMT 29,168 SF / 0.670 AC
TOTAL AREA IN P.N.G CO. NEW ESMT 54,056 SF / 1.241 AC
PITT COUNTY LATERAL Project# 2738993
LINE 42
CAR
SEAL
*' L-4649
:'f1ti 6{a�.
O........... suR• �.
�ww- ,7O
200 0 100 200 EXHIBIT 2 OF 2
42-PIT-15
1 InEh . 2DO
Book: 3075 Page: 123 Page 4 of 4

Page 1 of 4
I Illllll111111 19N111
Doc ID: 011573230004 Type: CRP
Recorded: 11/28/2012 at 10:10:18 Aft
Fee Amt: $27.00 Page 1 of 4
Revenue Tax: $1.00
Pitt County, N
Deborah T Barrington REG OF DEEDS
BK3040 P427430
GRANT OF EASEMENT Return Recorded Document to:
TRANSMISSION Sandy Ogint
Administrator Property Records
Piedmont Natural Gas Company, Inc.
4720 Piedmont Row Dr.
Charlotte, NC 28210
STATE OF NORTH CAROLINA LINE NUMBER 42
COUNTY OF PITT PARCEL NUMBER TWENTY
TAX ID # 5618215345 I
THIS GRANT OF EASEMENT made this � day of OcmJem 20fZ=, from
MARVIN D. DAVIS, Through His Attomey-in-Fact, JOYCE P. DAVIS, and JOYCE P. DAVIS, INDIVIDUALLY, (hereinafter
designated as GRANTOR), to PIEDMONT NATURAL GAS COMPANY, INC., (hereinafter designated as GRANTEE).
WITNESSETH
WHEREAS, GRANTEE is the owner of an easement thirty (30) feet wide for the construction, operation, and maintenance
of natural gas pipelines, as more particularly described in the instruments recorded in Book Z30, Page 510, and Book
E39, Page 127, both Pitt County Registry (the "Existing Easement), across certain land now owned by GRANTOR
described in the instrument recorded in Book A48 at Page 250. Pitt County Registry; and
WHEREAS, the increasing demand for natural gas by GRANTEE's customers has made it necessary that the Existing
Easement area be expanded by an additional twenty (20) feet in width, thereby increasing the easement to a width of fifty
(60) feet, said twenty (20) foot expansion area being shown as "NEW GAS ESM'T" on the attached Exhibit 42-PIT-20
prepared by Regional Land Surveyors, Inc. dated 10/12/12 (the "Expansion Easement Area" and, collectively with the
Existing Easement, the "Expanded Easement").
That GRANTOR, for and in consideration of the sum of $ 4rAQ0 . and other valuable considerations, the receipt of
which is hereby acknowledged, hereby bargains, sells, and conveys unto GRANTEE, its successors and assigns, a right
of way and easement rights encumbering the Expanded Easement area for the purpose of laying, constructing,
maintaining, operating, repairing, altering, replacing, removing, and protecting one or more pipelines for the transportation
of natural gas under, upon, over, through, and across the land of GRANTOR (or in which GRANTOR has interest)
situated in Pactoius Township, Pitt County, North Carolina, as described in the instrument recorded in Book A48 at Page
250, Pitt County Registry.
The new right of way herein granted is 0.074 acres, more or less, being shown as the "NEW GAS ESM"r on Exhibit 42-
PIT-20 prepared by Regional Land Surveyors, Inc. dated 10/12/12, a copy of which is attached hereto and made part
hereof (the "Survey").
GRANTEE shall have all rights necessary or convenient for the full use and enjoyment of the rights herein granted,
including without limitation: (1) free and full right of access to and from the Expanded Easement area over and across the
aforesaid land; (2) to keep the Expanded Easement area cleared of trees, buildings, and other obstructions; and (3) to
construct, install, operate, utilize, rebuild, remove, protect and maintain pipes, valves, markers, cathodic protection
equipment, anode beds and other appurtenant devises in conjunction with said gas facilities.
GRANTOR reserves the right to use the land over which said right of way and easement rights are hereby granted for all
purposes not inconsistent with said easement rights, the North Carolina Utilities Commission, GRANTEE'S current
encroachment specifications, and any federal, state, or local law, rule, or regulation, provided that GRANTOR and
GRANTEE agree that: (1) notwithstanding anything to the contrary herein, GRANTOR shall give written notification to
GRANTEE and GRANTOR shall obtain written approval from GRANTEE prior to any activity as defined in items (2)—{7) of
this paragraph; (2) the depth of said gas facilities below the surface of the ground shall not be reduced nor increased by
grading or any other work and any slopes allowed within said right of way shall be no greater than a four to one (4:1) ratio;
(3) 9 streets, roads, equipment crossings, fences or utility lines are constructed across said right of way, they shall cross
as nearly as possible at right angles to gas line(s) and in no event shelf they be constructed laterally along and over the
Expanded Easement area; (4) fences shall have minimum twelve (12) foot wide gate(s); (5) Removable pavers shall be
installed along the entire length and width of the pipeline easement in paved parking areas; (6) improvements shall not
adversely affect, in GRANTEE'S sole discretion, the access to, safety, construction, reconstruction, operation, or
maintenance of GRANTEE'S facilities and GRANTEE shall not be liable for damages to said future improvements
installed within the Expanded Easement area; (7) landscaping within the Expanded Easement area shall be limited to
lawn grasses and shrubs which have a maximum mature height of four (4) feet, (8) buildings, storage sheds, mobile
homes, wells, septic tanks, and/or related drain fields, absorption pits, detention ponds, irrigation systems (except
crossing), sprinkler heads, swimming pools, ponds, lakes, erosion control sediment traps, underground vaults, burial
Book: 3040 Page: 127 Seq: a
Book: 3040 Page: 127 Pagel of 4 `j

Page 2 of 4
grounds, explosives or flammable materials, fires of any type, fire hydrants, catch basins, air strips, electrical transformers
or enclosures, utility poles, dumpsters, trash, uprooted stumps, boulders, rubble, building materials, junk or inoperable
vehicles, satellite signal receiver systems, or other obstructions are prohibited within the Expanded Easement area; (9)
GRANTOR shall not: (a) interfere with GRANTEE'S access or maintenance to its facilities, or (b) endanger the safety of
GRANTOR, GRANTEE, or the general public; (10) GRANTEE reserves the right to construct future pipelines within the
Expanded Easement area and GRANTOR shall not interfere with or object to the construction of said future pipelines: and
(11) all facilities installed by GRANTEE shall be and remain the property of GRANTEE and may be removed by it at any
time and from time to time.
GRANTEE agrees that it shall be responsible for actual damages to improvements that existed prior to this EASEMENT
and annual crops of GRANTOR both inside and outside said right of way on the above -referenced land caused by the
construction, installation, operation, utilization, inspection, rebuilding, removal, and maintenance of said facilities, and in
going to and from the Expanded Easement area, and shall be responsible for the breakage caused to any bridge and any
extraordinary damage to any road due to heavy hauling to and from said right of way, if claim is made within sixty (60)
days after such damages are sustained.
To have and to hold said Expanded Easement and easement rights unto GRANTEE, its affiliates, successors, and
assigns, perpetually and continuously. GRANTOR expressly give(s) GRANTEE, its successors and assigns, the right to
assign, license, lease, or otherwise transfer, in whole or part, this GRANT OF EASEMENT or any rights given herein, to
any person or entity, including but not limited to, any affiliated parent or subsidiary entity of GRANTEE, for the uses and
purposes expressly stated herein.
GRANTOR hereby bind(s) GRANTOR and GRANTOR'S heirs, representatives, and assigns to warrant and forever
defend all and singular said premises unto GRANTEE, its successors and assigns, against the claims of all persons
whomsoever.
IN WITNESS WHEREOF, this GRANT OF EASEMENT has been signed and sealed by GRANTOR, as of the date first
above written.
.. GRANTOR
�Q.w?- s►+ N- �l� Sign
MARVIN D. DAVIS- by _ Print
JOYCE P. DAVIS Atto -in-Fact Print%
Sign
J CE P. DAVIS. Individually Print
STATE OF NORTH CAROLINA
COUNTY OF PITT (j • • 1�.
I. n'If1f� " a Notary Public of 1 I I County, North Carolina, do
hereby certify that ;OYCE P. DAVIS, Attorney -in -Fact for MARVIN D. DAVIS GRANTOR, personally appeared before me
this day and acknowledged the due execution of the foregoing GRANT OF EASEMENT for and in behalf of MARVIN D.
DAVIS and that his(her) authority to execute and acknowledge said EASEMENT is contained in an instrument duly
executed, acknowledged, and recorded in the office of the Register of Deeds of Pitt County, North Carolina, in Book 225
Page 709, and that this EASEMENT was executed under and by virtue of the authority given by said instrument granting
him(her) power of attorney; and that said JOYCE P. DAVIS acknowledged the due execution of the foregoing and
annexed EASEMENT for the purposes therein expressed for and in behalf of MARVIN D. DAVIS.
Witness my hand and seal this day off
CA�lfp •�-
�cft
='y�:ar OTaRy r
.� r'
/�wMrw,�rrr��p I
My Commission Expires: JW i 5
20M.
c4&w,-Cad� Sign
Nc ry Public
j(lQ Cstm�h�i� Print
Book: 3040 Page: 127 Page 2 of 4
Book:3040 Page: 127 Seq:2

Page 3 of 4
STATE Or NORTH CAROLINA
COUNTY 6F PITT
I(!C a Notary Public of �1 County, North Carolina, do
hereby certify that JME P. DAVIS, GRANTOR, personally appeared before me this day and acknowledged the due
execution of the foregoing GRANT OF EASEMENT.
Witness my hand and seal this 30 day of , 20 11.
Notarlj pT�R, 't<,
My Commiss'i'o�n�rExpires: IJ
Notary Pbblic
i ! /Print
Book: 3040 Page: 127 Page 3 of 4
Book:3040 Page: 127 Seq:3

Page 4 of 4
.P� CITY OF GREENVILLE
PITT COUNTY, NORTH CAROUNA
RENEW OFFICER CERTIFICATION: LINE 42
pp ••— �= IMF REFERENCES
I, MwTTHiN G SPItaR-vm REVIEW OFFICER DEED BOOK A48 PAGE 250
. '..,.•���`• FOR COUNT THE MAP OR PLAT
_ TO WHICH THIS CERTIFICATION IS AFFDCED MEETS ALL
STATUTORY REOUIREMENTS FOR RECORDING.
_ •�� • OFFICER L,0 DATE
VICINITY
NOT TO I /� r
I
1
it
D Y
f ' �
1g
PIN: 56172828M
JOIN 8 FLEMING JR
AND MICHAEL G FLEMMIG
ET AL
DS 567 PG 807
MB I PG 33
� STREAM
GRAVEL DRIVE
wil
PRY 5618215345
MARVIN D DAVIS
AND
JOYCE P DAVIS
DO A48 PG 250
!�
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND. EWIING BOUNDARY EVIDENCE AND DEEDS AND
PLATS OF RECORD IN PITT COUNTY REGISTER OF DEEDS
2. AREA BY COORDINATE COMPUTATION.
3. ALL DISTANCES ARE HORIZONTAL GROUND. IN FEET
4, SUBJECT TG ANY AND ALL EASEMENTS, RIGHTS -OF -WAY. STREETS
AND ASSESSMENTS, AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE, CLERIC OF COURT. TOWN OR COUNTY TAX
OFFK= OR VHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE
5. THIS SURVEY IS INTENDED FOR PNG EASEMENT ACQ(ASMON AND/OR
ABANDONMENT ONLY.
6. NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
OBSERVATIONS UTIUZNG NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO 1HE MAD SXNSRS 2007) DATUM.
Q IRON PIPE FOUND
COMPUTED POINT (NOT SE-1)
O PNG PARCEL NUMBER
PROPOSED GAS LINE
PROPOSI]) PNG EASEMENT
EXISTING PNG EASELENT
SUBJECT BOUNDARY LINE
ADJaNER BOUNDARY LINE --
RIGHT-OF-WAY
FENCE - - -TREE LINE
F.
�-ice, -•
�, uV NaTRUST
W CHOBANC s
COMPANY.
u NEw GAS Earl
08 J48 PG 82�
1
I
I
I
j PIN: 5618300657
I DB WIO PC 590
1
I
1
1
L DAVID A_ HARK_ A PROFESSIONAL LAND SURVEYOR OF
NORTH CAROUNA, HEREBY STATE THAT To 114E BEST
OF MY KNOMi MOE, INFORMATION. AND BELIEF, THE SURVEY
51KWM HEREON ACCURAIELY DEPICTS THE AREA of
EASEMENT ACOUMON AND/OR ABANDONMENT BY PIEDMONT
NATURAL GAS COMPANY FROM THE PROPERTY OWNERS SHOYIN
HEREON, UIIAJNG THE INFORMATION IDENIIFFD IN NOTE 1.
UAVID A CLARK L-4549
PIEDMONT NATURAL GAS
COMPANY, INC.
NEW EASEMENT''
CROSSING PROPERTY OF * SEAL
MARVIN D DAVIS AND = L-4649�T
JOYCE P DAVIS o'"o soR4- A-.•'
EASEMENT NO. 20
AREA IN P.N.G CO. NEW ESMT 3M6 SF / 0,074 AC
PITT COUNTY LATERAL Project# 2738993
z
LINE 42
100 o so Rao EXHIBIT
42-PIT-20
I Uxh - 100 R DATE 10/12/12 JOB# 1265.
Book: 3040 Page: 127 Page 4 of 4
Book:304O Page: 127 Seq:4

Page 1 of 3
11119111111111111
D853 TYPO: GR
PM
Recorded: 003O00at Oi:oi
Fee r1mt: 528.00 Page i of 3
Revenue Tax: $0.0o
Deb ragUTn'Ya,rJrgton REO OF DEEDS
BK3075 Pa134-136
GRANT OF EASEMENT 4ketnrn Recorded Document to:
TRANSMISSION wP l ���„�` Sandy Ogint
Administrator Property Records
Piedmont Natural Gas Company, Inc.
4720 Piedmont Row Dr.
Charlotte, NC 28210
STATE OF NORTH CAROLINA LINE NUMBER 42
COUNTY OF PITT PARCEL NUMBER THIRTEEN
TAX ID # 5607389713
THIS GRANT OF EASEMENT made this day of --K*' K 2013, from THE CITY OF
GREENVILLE, NORTH CAROLINA, a North Carolina municipal corporatio r the use and benefit of GREENVILLE
UTILITIES COMMISSION, a body politic (hereinafter designated as GRANTOR), to PIEDMONT NATURAL GAS
COMPANY, INC., (hereinafter designated as GRANTEE).
WITNESSETH
WHEREAS, GRANTEE is the owner of an easement thirty (30) feet wide for the construction, operation, and maintenance
of natural gas pipelines, as more particularly described in the instruments recorded in Book B31, Page 305, and Book 139
Page 326, both Pitt County Registry (the "Existing Easement"), across certain land now owned by GRANTOR described
in the instrument recorded in Book J45 at Page 527 and shown in Map Book 25, Page 47, both Pitt County Registry; and
WHEREAS, the increasing demand for natural gas by GRANTEE's customers has made it necessary that the Existing
Easement area be expanded by an additional twenty (20) feet in width, thereby increasing the easement to a width of fifty
(50) feet, said twenty (20) foot expansion area being shown as "NEW GAS ESM'T" on the attached Exhibit 42-PIT-13
prepared by Regional Land Surveyors, Inc. dated 10/05/12 (the "Expansion Easement Area" and, collectively with the
Existing Easement, the "Expanded Easement).
That GRANTOR, for and in consideration of the sum of $1,050.00, and other valuable considerations, the receipt of which
is hereby acknowledged, hereby bargains, sells, and conveys unto GRANTEE, its successors and assigns, a right of way
and easement rights encumbering the Expanded Easement area for the purpose of laying, constructing, maintaining,
operating, repairing, altering, replacing, removing, and protecting one or more pipelines for the transportation of natural
gas under, upon, over, through, and across the land of GRANTOR (or in which GRANTOR has interest) situated in
Pactolus Township, Pitt County, North Carolina, as described in the instrument recorded in Book J45, page 527, and
shown in Map Book 25, Page 47, both Pitt County Registry.
The new right of way herein granted is 0.268 acres, more or less, being shown as the "NEW GAS ESM'T" on Exhibit 42-
PIT-13 prepared by Regional Land Surveyors, Inc. dated 10/05/12, a copy of which is attached hereto and made part
hereof (the "Survey).
GRANTEE shall have all rights necessary or convenient for the full use and enjoyment of the rights herein granted,
including without limitation: (1) free and full right of access to and from the Expanded Easement area over and across the
aforesaid land; (2) to keep the Expanded Easement area cleared of trees, buildings, and other obstructions; and (3) to
construct, install, operate, utilize, rebuild, remove, protect and maintain pipes, valves, markers, cathodic protection
equipment, anode beds and other appurtenant devises in conjunction with said gas facilities.
GRANTOR reserves the right to use the land over which said right of way and easement rights are hereby granted for all
purposes not inconsistent with said easement rights, the North Carolina Utilities Commission, GRANTEE'S current
encroachment specifications, and any federal, state, or local law, rule, or regulation, provided that GRANTOR and
GRANTEE agree that: (1) notwithstanding anything to the contrary herein, GRANTOR shall give written notification to
GRANTEE and GRANTOR shall obtain written approval from GRANTEE prior to any activity as defined in items (2)—(7) of
this paragraph; (2) the depth of said gas facilities below the surface of the ground shall not be reduced nor increased by
grading or any other work and any slopes allowed within said right of way shall be no greater than a four to one (4:1) ratio;
(3) if streets, roads, equipment crossings, fences or utility lines are constructed across said right of way, they shall cross
as nearly as possible at right angles to gas line(s) and in no event shall they be constructed laterally along and over the
Expanded Easement area; (4) fences shall have minimum twelve (12) foot wide gate(s); (5) Removable pavers shall be
installed along the entire length and width of the pipeline easement in paved parking areas; (6) improvements shall not
adversely affect, in GRANTEE'S sole discretion, the access to, safety, construction, reconstruction, operation, or
maintenance of GRANTEE'S facilities and GRANTEE shall not be liable for damages to said future improvements
installed within the Expanded Easement area; (7) landscaping within the Expanded Easement area shall be limited to
lawn grasses and shrubs which have a maximum mature height of four (4) feet, (8) buildings, storage sheds, mobile
homes, wells, septic tanks, and/or related drain fields, absorption pits, detention ponds, irrigation systems (except
crossing), sprinkler heads, swimming pools, ponds, lakes, erosion control sediment traps, underground vaults, burial
Book:3075 Page: 134 SegI
Book:3075 Page: 134 Pagel of3

Page 2 of 3
grounds, explosives or flammable materials, fires of any type, fire hydrants, catch basins, air strips, electrical transformers
or enclosures, utility poles, dumpsters, trash, uprooted stumps, boulders, rubble, building materials, junk or inoperable
vehicles, satellite signal receiver systems, or other obstructions are prohibited within the Expanded Easement area; (9)
GRANTOR shall not: (a) interfere with GRANTEE'S access or maintenance to its facilities, or (b) endanger the safety of
GRANTOR, GRANTEE, or the general public; (10) GRANTEE reserves the right to construct future pipelines within the
Expanded Easement area and GRANTOR shall not interfere with or object to the construction of said future pipelines; and
(11) all facilities installed by GRANTEE shall be and remain the property of GRANTEE and may be removed by it at any
time and from time to time.
GRANTEE agrees that it shall be responsible for actual damages to improvements that existed prior to this EASEMENT
and annual crops of GRANTOR both inside and outside said right of way on the above -referenced land caused by the
construction, installation, operation, utilization, inspection, rebuilding, removal, and maintenance of said facilities, and in
going to and from the Expanded Easement area, and shall be responsible for the breakage caused to any bridge and any
extraordinary damage to any road due to heavy hauling to and from said right of way, if claim is made within sixty (60)
days after such damages are sustained.
To have and to hold said Expanded Easement and easement rights unto GRANTEE, its affiliates, successors, and
assigns, perpetually and continuously. GRANTOR expressly give(s) GRANTEE, its successors and assigns, the right to
assign, license, lease, or otherwise transfer, in whole or part, this GRANT OF EASEMENT or any rights given herein, to
any person or entity, including but not limited to, any affiliated parent or subsidiary entity of GRANTEE, for the uses and
purposes expressly stated herein,
GRANTOR hereby bind(s) GRANTOR and GRANTOR'S heirs, representatives, and assigns to warrant and forever
defend all and singular said premises unto GRANTEE, its successors and assigns, against the claims of all persons
whomsoever.
IN WITNESS WHEREOF, this GRANT OF EASEMENT has been signed and sealed by GRANTOR, as of the date first
above written.
ATTESTED:
STATE OF NO—R-TH CAROLINA
COUNTY OF 4"Irl
GRANTOR:
THE CITY OF GREENVILLE, NORTH CAROLINA, a
North Carolina municipal corporation, for the use
and benefit of GREENVILLE UTILITIES
COMMISSION, a body politic
By:� Sign
AlMn M. Ihomas Mayor
By: 'vSign
Carol L. Barwick , City Clerk
I, n t-S a Notary Public of County, North Carolina, do hereby certify
that Ca . Barwick personally appeared before me this day and acknowledged that she is the City Clerk of the City of
Greenville, a North Carolina municipal corporation, and that by authority duly given and as the act of the corporation, the
foregoing GRANT OF EASEMENT was signed in its name by its Mayor, sealed with its corporate seal, and attested by
herself as its City Clerk.
Witness my hand and seal this Gay of
Sign
Print
My Commission Expires �� 'C;�O/6
Book: 3075 Page: 134 Seq: 2
Book: 3075 Page: 134 Page 2 of 3

3 of 3 . _
CITY OF GREENVILLE
PITT COUNTY, NORTH CAROLINA
LINE 42
TITLE REFERENCES
DEED BOOK J45 PAGE 527
MAP BOOK 25 PAGE 47
`W
F
N: 579.695:72
E: 2,5D3,573.B3
VICINITY MAI
NOr TO SCALE
/ PIN: 5607389713TY OF IF,
pDO J4 PG 527� �
MB 28 PG 47
NEW T LINE TABLE m W
LINE LENGTH BEARING P
L1 206WI NDOW
L2 T
L4
EX. GAS ESMi
(DO 831 PG 305
(DO 139 PG 325
I L2
L4�
a:1
'NEW GAS ESM'T
W
PIN: 5807297799
SUSAN Hd1AND
DB 357 PG 427
NB 33 PG 78
REVIEW OFFICER CERTIFICATION: i
I. �- T K A4B REVIEW OFFICERPI NTY. CERTIFYTHE MAP OR PLAT
TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUT��DRrrY REQUIREMENTS FOR RECORDING.
fit• �% �0
a-�13
RENEW OFflCER DATE
NOTM
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND, EXISTING BOUNDARY EVIDENCE AND DEEDS AND
PLATS OF RECORD IN PITT COUNTY REGISTER OF DEEDS
2. AREA BY COORDINATE COMPUTATION.
fi 3. ALL DISTANCES ARE HORIZONTAL GROUND, N FEET.
4. SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS—CF—WAY. STREETS
AND ASSESSMENTS. AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE. CLERK OF COURT, TOMOR COUNTY TAX
a OFFICES. OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRPTINE USE
S. THIS SURVEY IS INIENDED FOR PNG EASEMENT ACQUISITION AND/OR
ABANDONMENT ONLY.
C 6. NO GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
OBSERVATIONS UTILIZING NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO THE NAD 83(NSRS 2DD7) DATUM.
® AXLE FOUND
COMPUTED POINT (NOT SET)
O PNG PARCEL NUMBER
PROPOSED GAS LINE
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE __
TREE LINE
Regional Land Surveyo
8642 WEST MARKET STR
SUITE 100
GREENSBOR06 NORTH CAROLJNA
14
PIN: 5507565918
CITY OF GREENVILLE
DO 236 PG $73
1, DAND A C Al RL A PROFESSIONAL LAND SURVEYOR OF
NORTH CAROLINA, HEREBY STATE THAT TO THE BEST
OF MY KNOWLEDGE, INFORMATION. AND BELIEF. THE SURVEY
SHOWN HEACCURATELY DEPICTS THE AREA OF
EASEMENT ACQUISITION AND/OR ABANDONMENT BY PIEDMONT
NATURAL GAS COMPANY FROM THE PROPERTY OWNERS SHOWN
HEREON, UTILIZING THE INFORMATION IDENTIFIED INNOTE 1.
PIEDMONT NATURAL GAS
COMPANY, INC.
NEW EASEMENT
CROSSING PROPERTY OF
CITY OF GREENVILLE
EASEMENT NO. 13
AREA IN P.N.G CO. NEW ESMT 11,674 SF / 0,268 AC
PITT COUNTY LATERAL Project# 2738993
o-1362 LINE 42
rs, Inc. 200 0 1OD 200
EET
27409 1
I Ywh 200 fL ra
42—PIT-13
Book: 3075 Page: 134 Page 3 of 3

Page 1 of 6
EASEMENT
I IIIIIII IIIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
Doc ID: 014344550006 Type: CRP
Recorded: 04/03/2019 at 04:42:50 PM
Fee Amt: $26.00 Page 1 of 6
Revenue Tax: $0.00
Pitt County, NC
Lisa P. Nichols REG OF DEEDS
BK3774PG121-126
Return Recorded Document To: Piedmont Natural Gas — Goldsboro Resource Center, 250 5 Points Rd., Dudley, NC 28333 — p Cy__ Uio
STATE OF NORTH CAROLINA LINE NO, 439
COUNTY OF PITT TRACT NO. NC-PT-035.000;
NC-PT-035.500;
NC-PT-035.900
PARCEL ID # 33065; 48152 jj��,,, PROJECT NO. 2451417
THIS "EASEMENT" is made and granted as of this � day of d!4er , 201, from CITY OF GREENVILLE,
NORTH CAROLINA, A NORTH CAROLINA MUNICIPAL CORPORATION, FOR THE USE AND BENEFIT OF THE
GREENVILLE UTILITIES COMMISSION ("Grantor", whether one or more), to PIEDMONT NATURAL GAS COMPANY,
INC., a North Carolina corporation ("Piedmont").
WHEREAS, Grantor is the owner of, or has an interest in, that property situated in Pactolus Township, Pitt County, North
Carolina, as more particularly described in the instrument recorded in Book 236, Page 573 and Book 250, Page 354, Pitt
County Registry (the "Property").
NOW, THEREFORE, Grantor for and in consideration of the sum of $10.00 and other valuable consideration, the receipt
and legal sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, and conveys unto Piedmont, its
successors and assigns the following easement(s) and right(s) of way under, upon, over, through and across the Property:
Permanent Easement. A perpetual easement for purposes of constructing, installing, maintaining, operating, repairing,
altering, replacing, removing, relocating, inspecting, upgrading and protecting one or more pipelines and appurtenant
facilities (including, without limitation, valves, markers, cathodic protection equipment, and anode beds) for the
transportation of natural gas (collectively, "Facilities") under, upon, over, through, and across the Property within an
easement area generally 50 feet wide (the "Permanent Easement Area"), and shown on the survey attached hereto as
Exhibit A (the "Survey"), some or all of which Facilities (including additional pipelines) may be installed now and/or in the
future. The Survey is incorporated herein by reference. All Facilities shall be and remain the property of Piedmont and may
be removed by it at any time and from time to time.
Piedmont shall have all rights necessary or convenient for the full use and enjoyment of the rights herein granted, including,
without limitation: (1) reasonable access to and from the Permanent Easement Area across the Property, and (2) to keep
the Permanent Easement Area cleared of trees (including overhanging limbs and foliage), buildings, structures, and any
other obstructions (collectively, "Obstructions"), except for Obstructions approved by Piedmont in writing pursuant to
Piedmont's policies, guidelines or procedures regarding land use within easements (the "Guidelines"). Grantor shall not
install or maintain, or permit to be installed or maintained, any Obstructions within the Easement Area except as approved
in writing by Piedmont.
Temporary Construction Easement. The temporary and exclusive right to use the temporary construction easement area
shown on the Survey (the "TCE Area") for construction activities including, without limitation, installing temporary fencing
around the TCE Area and laying, storing, erecting, or parking equipment, vehicles, materials, fill, components, parts, and
tools within the TCE Area during construction of the Facilities, which temporary right shall terminate upon Piedmont placing
such Facilities in service and release of Piedmont from its obligations under all permits issued for construction of such
Facilities including, without limitation, all sedimentation and erosion control permits. Piedmont shall have all rights
necessary or convenient for the full use and enjoyment of the TCE Area, including without limitation: (1) reasonable access
to and from the TCE Area across the Property and (2) to keep the TCE Area cleared of Obstructions. Upon completion of
construction and the Facilities being placed in service, Piedmont shall restore the TCE Area to substantially the same
condition as it existed prior to Piedmont's entry thereon, ordinary wear and tear excepted.
Utility Station Site Easement. A perpetual easement for the purposes of erecting, constructing, maintaining, operating,
altering, relocating, repairing, upgrading, replacing, removing, inspecting and protecting one or more utility stations or sites
(including, without limitation, meter stations, valve sites, launcher and/or receiver sites or regulator stations) and all
appurtenances used in connection therewith, for the transportation and/or control of natural gas, under, upon, over, through,
and across that portion of the Property designated "USSE Area" on the Survey ("the USSE Area").
Piedmont shall have all rights necessary or convenient for the full use and enjoyment of the USSE Area, including, without
limitation: (1) reasonable access to and from the USSE Area across the Property; (2) to clear and keep cleared the USSE
Area of any and all Obstructions; (3) to install fencing around the USSE Easement Area; (4) to exclude all persons, including
Grantor, from any fenced portions of the USSE Area; and (5) to install landscaping within or around the USSE Area to
screen the utility station site as may be desired by Piedmont or required by any governmental authority; however this
EASEMENT shall not obligate Piedmont to install such landscaping.
Book: 3774 Page: 121 Se J
Book: 3774 Page: 121 Page 1 of 6 W

Page 2 of 6
Permanent Access Easement. A perpetual access easement for the purposes of ingress, egress, and regress, upon,
over, and across that portion of the Property designated "Access Easement Area" on the Survey ("the Access Easement
Area").
Piedmont shall have the right, but not the obligation, to keep the Access Easement Area cleared of Obstructions and to
construct, reconstruct, maintain, repair, improve, and use roads or driveways within the Access Easement Area (including,
without limitation, grading, graveling, and installing culverts). Any roads or driveways constructed by Piedmont within the
Access Easement Area shall be constructed at Piedmont's sole expense. Piedmont may install gates within the Access
Easement Area, provided that Grantor has a reasonable means of using any gates locked by Piedmont.
For purposes of this EASEMENT, the term "Easements" shall refer collectively to all easements described above and the
term "Easement Areas" shall refer collectively to all the easement areas described above.
Grantor's Reservation of Rights. Grantor reserves the right to use the Property and Easement Areas for all purposes
that do not unreasonably interfere with the rights granted herein and that are not inconsistent with the rules and regulations
of the North Carolina Utilities Commission, the Guidelines, or any applicable federal, state, or local law, rule, or regulation.
Grantor shall obtain written approval from Piedmont prior to making any use of the Easement Areas, which approval shall
not be unreasonably withheld. Anything to the contrary herein notwithstanding, Grantor shall not: (1) unreasonably interfere
with Piedmont's access to or maintenance of the Facilities or the Easement Areas, or (2) endanger the safety of Grantor,
Piedmont, the general public, or the Facilities.
Damages. Piedmont shall be responsible for actual physical damage to: (1) the land within the Property and Easement
Areas; and (2) improvements and annual crops located on the Property that are not in violation of the terms hereof, provided
that such damage must be caused by Piedmont in exercising the rights granted herein, and provided further that a claim is
made by Grantor within sixty (60) days after such damages are sustained. Piedmont shall restore and level the surface of
the Easement Areas to, as nearly as can be reasonably done, the same condition as prior to Piedmont's use of the Easement
Areas. Piedmont shall not be liable for any damage caused to Obstructions or improvements installed in violation of the
terms hereof and may remove them at Grantor's expense.
No Waiver or Additional Representations. The failure by Piedmont to exercise and/or enforce any of the rights, privileges,
and Easements herein described shall not be construed as a waiver or abandonment of any such rights, privileges and
easements, and Piedmont thereafter may exercise and/or enforce, at any time and from time to time, any or all of them. It
is understood and acknowledged by the undersigned that the person securing this grant on behalf of Piedmont is without
authority to make any agreement with regard to the subject matter hereof which is not expressed herein, and that no such
agreement will be binding on Piedmont.
Ownership of the Property. Grantor represents, warrants and covenants that it is the lawful owner of the Property and
has the right to convey the rights set forth herein and that the Property is free from all encumbrances, except for
encumbrances of record.
To have and to hold said rights, privileges, and easements unto Piedmont, its affiliates, successors, and assigns. Piedmont,
its successors and assigns, shall have the right to assign, license, lease, or otherwise transfer, in whole or in part, this
EASEMENT, or any rights granted herein, to any person or entity, including but not limited to, any affiliated parent or
subsidiary entity of Piedmont, for the uses and purposes expressly stated herein. This EASEMENT shall run with the land
and inure to the benefit of and be binding upon Grantor, Piedmont and their respective heirs, successors and assigns.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]
IN WITNESS WHEREOF, this Easement has been signed under seal by Grantor, as of the date first above written.
Book: 3774 Page: 121 Seq:2
Book: 3774 Page: 121 Page 2 of 6

Page 3 of 6
Citv of G
,P . I Connelly, Mayor
Ic GIB
ATTEST:
1) LL2LPk
Carol L. Barwic , tity Clerk
STATE OF NOR T LINA
COUNTY OF
I, /Dne-3aNotary Public for ?1�1 County, North Carolina, certify that Carol L.
Barwick,rsonally appeared before me this day and acknowledged that he (or she) is City Clerk of the City of Greenville,
a municipal corporation, and that by authority duly given and as the act of the City of Greenville, through and by the City
Council, its governing body the foregoing instrument was signed in its name by the Mayor, P. J. Connelly, sealed with
corporate seal, and attested by himself (or herself) as its City I rk.
Witness my hand and official seal this the / day of Q e/ 20 �l. �/
OLLY JoNt
•
N�A•i Notary P lic
-o;AV841es
( or Type Name of Notary Here)
My commission expires:
Book: 3774 Page: 121 Seq: 3
Book: 3774 Page: 121 Page 3 of 6

Page 4 of 6
AREA TABLE EXHIBIT A01.
PERMANENT EASEMENT 3.016 AC. �.
ACCESS ROM 4.867 AC. SCALE 1": t �• " P.O.C.
I
TEMPORARY CONSTRUCTION EASEMENT 4.770 AC. 3 SITE
UTILITY STATION SITE EASEMENT WA 0 100 207 4W � &3
CORS STA. "NCEC" i
"�.. •■ ""' '
N-679,150.96' 9 � �
�. E=2,485,855.67' i
e�."�•.. .,,.I�LYi�LY SIDE RD.
?1,7S7�E z \_
"M VICINITY MAP
P.O.G. ROT TO SCALE
FOUND 1/2" IRON PIPE
N=680,252.3V
E-2,506,978.26' NG3T-035.000 8 035.910
GRID
NOW OR FORMERLY
c3ax263s tn NA 8300RDINATES CITY OF GREENVILLE,
ACCESS RD l NORTH CAROLINA, A NORTH
fi MUNICIPAL CORPORATION
DEED BOOK 250, PAGE 354
PINS 33065
L
IL wXBOV
ACCESS RD
i ISXr F TING PIEDMONT
NATURAL GAS PIPELINE
ILI
-LIS
-07 1
'l
I
I
' L51
I
'I
IX H
P I
i
0
O
IRON PIPE FOUND
•
EASEMENT POINT
COMPUTED POINT
P O.B.
POINT OF BEGINNING
P 0 C.
FORT OF COMMENCEMENT
PERMANENT
EASEMENT SEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
P.O.B.
N=679,451.13'
LS2 E=2,507,176 59'
*
4
�.
tttNNHHtstt
SEAT
(
L2�
7
rr
LINE TABLE
NUMBER
BEARING
DISTANCE
L1
S00'34'10'w
100.00'
L2
NB9'2550'W
25.07
L3
S OD'34'T0' W
2.142.58'
L13
N 00'3CIO" E
1.784 95'
L14
5 99'25'50' E
10.00r
L15
S 89'26'S0' E
50.00'
LIS
889'25WE
10.00'
L17
S 89'25'S0' E
5.00
LIS
S 00'34'10' W
$41 59
L19
S 44'2W50' E
35.38
L20
saw3rto-w
100.07
L21
s4s'34'10"w
56.s7'
L22
S 00'34'10' W
ST Ile
L31
MOO'34'IWE
2.086.7Y
LBO
M 89'25'S0' W
25.00'
L61
N00'34'10'E
IW.00'
L52
S 89'25S0' E
100.00'
L55
NOO'34'10'E
175113'
L56
sw,34'10-W
70859
J 1. WUUkM J CASH, PLS L-2459, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK 250. PAGE 354) THE NETWORK
POSITIONAL ACCURACY OF THE OPUS DERIVED POSITIONAL INFORMATION IS
OA2 METERS AND THE SURVEY CLASS MEETS OR EXCEEDS CLASS B THE
FOLLOVNNG SURVEY INFORMATION WAS USED TO PERFORM THE GPS SURVEY
POSITION ACCURACY, -402 m
TYPE OF FIELD PROCEDURE RTIWRS 3 CONVENTIONAL
DATE(S) OF SURVEY OSF142017
DATUMIEPOCH MAD 83
PUBLISHED FIELD CONTROL MONUMENTS USED CORS STA. NCEC
GEOID MODEL GEOID128
COMBINED GRID FACTOR. OLOO 9078
UNITS U.S SURVEY FEET
THIS PLAT WAS PREPARED N ACCORDANCE VVTTH G.S 41-30 AS AMENDED.
J ESS MY RSIGNATURE DENSE NUMBER AND SEAL THIS
Y OF
LEGEND
PNG EASEMENT
SUBJECT BOUNDARY LINE
ADJONER BOUNDARY LINE
CENTERLINE OF ROAD
EDGE OF ROAD
— • — • — • — PERMANENTRIGHTOF-WAY
- WETIANO
EXISTING PIPELINE
85 SEWER L94E
��. EDGE OFROAD
—0-0-- FENCE LINE
a► U OVERHEAD UTILITY
EASEMENT FOR:
PIEDMONT NNITE RAL GAS
ACROSS THE LANDS OF
CITY OF GREENVILLE NORTH CAROLNA. A NORTH
CAROLNA MUNICIPAL CORPORATION
DEED BOOK 250. PAGE 354
PACTOLUS TOWNSHIP PTIT COUNTY NC
PROJECT IR R 2451417 1 TRACT NC-PT-035.000 9
=910
-moms:
I AREA BY COOROMTE COMPUTATION.
2. ALL WTANCIA ARE NORIZONML GRID. IN US SURVEY FEET
3. SUBIECTTOAWANDALLEA$n*WS.PiOW8-0F.WtY WFEEI AND
ASSESSMEMS. AS THE SAME MAY APPEAR OF RECORD IN THE REGISTER
OF DEEDS OFNCE. CLERK OF COURT. TOM OR COUNTY TAR OFFICES.
OR VWICH MAY 1 AVE BEEN ACQUIRED BY PRESCRIPIM IME
4. THIS SURVEY • IN ENOW FOR TM PURPOWS OF EASOAEINT
ACQUIS171p/ ONLY AND IS NOT WENDED TO SE A BOUNDARY SURVEY
OF THE LANDS SHOVIN H ERSON
S. THE MAP NAS NOT SEEN REIAE9ED BY A LOCAL GOVERNMENT AGENCY
FOR COMPLIANCE VMTN ANY APPLICABLE LAND 06VLLOPMEW
REGUSATKWL
S. NO N C. GRIONIONAIEWS WERE FOUND WRFIN aw OF TINS SITE.
7 7MMAP MAY NOT BEACEITIW DSURVEYANDHNBNOTRED'
REYWMO BY A LOCAL GOVERMENT AMICT FOR COMPLIANCE VMHH
ANY APPLICABLE LAND DEVELOPMENT REGLLATIONSAND HAS NOT SEEN
REVEYIEO FOR COLPUAN CE WITH REC0FM4 REQUIREMENTS FOR
FIATS -
ENCOMPASS SERVICES, PLLC
I 14276 NC HWY 210. ANGIER, NC 27501 1
NORTH CAROLNA - LICENSE NO. P-1049
DRAWN BY MAC REVISION NO. 2
DATE. 4WAs PROJECT No 61279
JOB No t_P_ ]ii�[i[0 4"�%..i'�M. 4
Book: 3774 Page: 121 Page 4 of 6

Page 5 of 6
AREA TABLE
PERMANENTEASEMENT
ACCESS ROAD
TEMPORARY CONSTRUCTION EASEMENT
UTILITY STATION SITE EASEMENT
r '"1
MATCHLINE W
t WY X 25C
ACCESSRD
L...EtXHIBIT A
3.016 AC.
*607 AC. SCALE I* • 2W
1.T70AC. aatNtuu+,���
t.
100 207 �,tC�
NIA , .
I�5 = L'459
t 3a x 2635 ..
ACCESS RO I
J�
CONCRETE —t
PAD
POND„
OIRI ON„
t ROAD
t 30' X B97
ACCESS RD
L11
NC-PT-034AOD
NOW OR FORMERLY
CHESTER WORTHINGTON INC L10
DEED BOOK T35 PAGE 532 L9
PIN# 25740
O
IRON PIPE FOUND
♦
EASEMENT POINT
COMPUTED POINT
P O.B.
POINT OF BEGINNING
P O.C.
POINT OF COMMENCEMENT
PERMANENT
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
LEGEND
-- — PNG EASEMENT
++ SUBJECT BOUNDARY LINE
ADJOWER BOUNDARY LDNE
CENTERLINE OF ROAD
CENTERLINE OF ACCESS ROAD
EDGE OF ROAD
— — — — PERMANENT RIGHT-OF-WAY
_ • WETLAND
CENTER IME OF DITCH
r1• TREELOVE
oHu OVERHEAD UTILITY
w
-oIRN—
•oNu---
OIAI-
0"u—
ON U —
EASEMENTFOR:
PIEDMONT NATURAL GAS
ACROSS THELANDS OF
CITY OF GREENVILLE NORTH CAROL WA. A NORTH
CAROLINA MUNICIPAL, CORPORATION
DEED BOOK 250, PAGE 3% ORAWN BY- MAC
PACTOLLIS TOWNSHIP PITT COUNTY NC
PROJECT IR # 2451417I TRACT NC-PT-035 000 8 DATE 4WI18
035 910
JOB N0 -
9
I.
NC-PT-035.WO a 035.910
NOW OR FORMERLY
CITY OF GREENVILLE,
NORTH CAROLINA, A NORTH
MUNICIPAL CORPORATION
DEED BOOK 250, PAGE 354
PIN# 33065
t DITCH
LINE TABLE
NUMBER
BEARING
DISTANCE
L3
S D0.34't0" w
2.142.5r
L4
S41.16'54'E
74.96'
L5
S 00'34'icr W
53.6r
LS
j S45'34'10'w
w.sr
L7
SOV39ricrw
3745
LB
N W*=4s W
50.01,
L9
NOO.MIME
415r
LIO
N 44'a&r W
1414'
L11
NODWIWE
4a4r
L12
N 41'1554' W
750.W
L13
N 00.34'10•E
1784-W
L23
S 44.2950' E
50.6r
L24
S00'34'1a'w
100.07
125
S 45'34't0' W
35.36'
L26
S00.34'1O'W
68101'
L26
S 4425'5D" E
35.36
Les
S D0.34'10•W
III w
L30
S 41.1964' E
600.Se
L31
N W'34' 10• E
ZOOS 77
L63
N 00'34'10• E
54.2r
L54
N 41'15$C W
750.58'
L.55 j
N OD•MI(r E
178117
L57
S 00.3r10' W
951128'
L58
3 41.16MWE
750 58'
L59
8 OD-mur W 1
78.30'
.•w,,— -
L7.r....
NO188
1. AREA BY COOADMAIE COMPUrATICN.
2. ALL DISTANCES ARE NORRONTAL GNO. IN US SURVEY FEET
1 SUBJECT TO ANY AND ALLEASENEMS. RDNTS•OF.WAY STREETS AND
ASSESSMENTS AS THE SAME MAY APPEAR OF RECORO IN IM REOtSTER
OF DEEDS OFFICE, CLERK OF COURT TOM OR COUNTY TAX OFFICES.
OR V44CH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE IA1L
4 TM SURVEY RI WIENDEDFOR THE PURPOSES OF EASEMENT
ACQUISITION ON.Y. AND NI NOTWrDO O TO BE A BOUNDARY SURVEY
OF THE LANDS B"DYMN HEREOK
S TMS MAP HAS NOT BEEN REVWAED BY A LOCK GOVERNMENT
FOR CCVPLW CE WON ANY APPLICABLE LAND DEVELOPMENT
REGULATIONS.
a. NON.CGitlOMONB1ENfSNEREFOUNDNATNN1a00'OF11iSaITE.
7 TNSMAP MAY NOT BEACFRnRWGLRNVEYAND HAS NOT KEN
REVIEWED BY A LOCK OOVERNhIENTAGENCY FOR CCMPUANCE WTH
ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN
REVEVVEA FOR COLMUANCE AIM RECOWNO REOUIREIMIll FOR
PLATS.
ENCOMPASS SERVICES. PUC
14278 NC HWY 210. ANGIER NC 27501
NORTH CAROLINA - LICENSE NO. P4049
REVISION NO: 2
PROJECT NO' 81279
Biffl-k ce 5
Book: 3774 Page: 121 Page 5 of 6

AREA TABLE
� EXHIBIT Aj
SCALE I"- IW
PERMANENT EASEMENT
WA
ACCESS ROAD
0.504 AC.
TEMPORARY CONSTRUCTION EASEMENT
NIA
SUNNY e�
5 � SITE
I JUTILITY STATION 311E EASEMENT (USSE) 0.334 AC. 0 50100' 200'
0
N�
oI
Nsi0pIS5�e_21+=NNY SIDE RD. U
ST�e• �1``_ "� r—
CORS STA. "NCEC"
N=679,150.96' v VICINI
E=2,485,855.6T \ NOT TI
i P.O.C.
i FOUND 1/2" IRON PIPE
i N=680,252.33'
\a I E=2,506,978.26'
GRID COORDINATES
i NAD 83
1
LINE TABLE
NUMBER
BEARING
DISTANCE
L1
N 76.24'01" E
103.81'
L2
8 00.34'10" W
159.2Y
N 89.25'50" W
100.00'N
tL4
OD'34'10" E
72.99'
N O0'34'10" E
69.13'
ACCESS ROAD LINE TABLE
NUMBER
BEARING
DISTANCE
LS
N 89'07'01" W
23.61'
L7
N 06111159"W
34.7W
L8
N 42W64" W
61.10
L9
N 02.14'58" E
114.84'
00
N 04"18W W
112.85'
Lit
N 15.59'56" W
63.77
L12
N 25'08'51" W
82M
i 30 ACCESS RD. i 111111/
`
NC-PT-M.000 I� I i SEJAI.
NOW OR FORMERLY J
CITY OF GREENVILLE, �� •.��► L 2459 0'
NORTH CAROLINA, A NORTFI i �ysua'.�
MUNICIPAL CORPORATION i 1>, �'�,;�igM'J•�%I�•���
DEED BOOK 250, PAGE 354 I 1 % n ��111111110
PIW 33OB5 I i
1�
I � i
i
4
I i
`i P.O.B.
N=679,708.35'
i E-2 507 0741 A'
ACCESS ROAD CURVE TABLE
NUMBER
ARC LENGTH
RADIUS
I CHORD BEARING
CHORD DISTANCE
C1
34.32'
24.42
N47.2427W
31.5V
C2
13925'
190.99
N24'44'16W
136.19'
C3
84.2W
204.24
N13'40'48'W
83.70'
t
I � i
J J
1, WII.UAM J. CASH, PlS L-2469, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK 250. PAGE 354). THE NETWORK C7 L6
POSITIONAL ACCURACY OF THE OPUS DERIVED POSITIONAL INFORMATION IS USSE
0.02 METERS AND THE SURVEY CLASS MEETS OR EXCEEDS CLASS e. THE
FOLLOWING SURVEY INFORMATION WAS USED TO PERFORM THE GPS SURVEY:
POSITION ACCURACY: <0A2 m '
TYPE OF FIELD PROCEDURE: RTKNRS 8 CONVENTIONAL
1 0'
DATE(S) OF SURVEY: 08/14/2017
I
OATUWEPOCH: NAD 83
PUBLISHED FIELD CONTROL MONUMENTS USED: CORS STA. NCEC
1-3
GEOID MODEL GE01012B
I
COMBINED GRID FACTOR: 0.99989078
UNITS: U.S. SURVEY FEET
THIS PLAT WAS PREPARED N ACCORDANCE WITH G.S. 47-M AS AMENDED,
I
WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER AND SEAL THIS
m
ti
DAY OF 8.
WILLIAM J. CASH, PLS L-2469
I
LEGEND
NOTES:
1.
AREA BY COORDINATE COMPUTATION.
O
IRON PIPE FOUND
��� �� PING EASEMENT
4.
3.
ALL WTAN C63 ARE HORIZONTAL GRID, IN US SURVEY FeET
SUBJECT TO ANY AND ALL EASEMENTS, RWTS47FWAY. STREETS AND
•
EASEMENT POINT
SUBJECT BOUNDARY LINE
ASSESSMENTS. AS THE SAME MAY APPEAR OF RECORD IN THE REGISTER
'— ADJONER BOUNDARY LINE
OF OEEDO OFFICE. CLERK OF COU RL TOWN OR COUNTY TAX OFFICES,
COMPUTED POINT
OR WHICH MAY HAVE BEEN ACOUIiED BY PRESCRIPTIVE USE
CENTERLINE OF ROAD
4.
THIS SURVEY S INTENDED FOR THE PURPOSES OF EASEMENT
P.O.B.
POINT OF BEGINNING
EDGE OF ROAD
ACOIISITION ONLY, AND IS NOT INTENDED TO BE A BOUNDARY SURVEY
P.O.C.
POINT OF COMMENCEMENT
— - -- • — — PERMANENT RIGHT-OF-WAY
5.
OF THE LANDS SHOWN HEREON.
THIS MAP HAS NOT BEEN REVEV ED BY A LOCAL GOVERNMENT AGENCY
—0--0 FENCE
FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT
UTILITY
WETLAND
REGULATIONS.
NO KC.2OWNOT
STATION SITE
wo
1
NN
MAPMAYMONUMENTS CERTIFIED SUURRVE„Y AND HAS BEEN
EASEMENT
REVIEWED BYALOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVEUXWHT REGULATIONS AND HAS NOT BUN
REVIEWED FOR COMPLIANCE WITH RECORDING REOUIREMEN73 FOR
PLATS.
ENCOMPASS SERVICES, PLLC
EASEYENTFDR:
PIEDMONT NATURAL GAS
14279 NC HWY 210, ANGIER, NC 27501
ACROS8 7M LAMAS OF:
NORTH CAROLINA - LICENSE NO. P-1049
CITY OF GREENVILLE, NORTH CAROLINA, A NORTH
CAROLINA MUNICIPAL CORPORATION
DRAWN BY: FB
REVISION NO: 1
DEED BOOK 250, PAGE 354
PACTOLUS TOWNSHIP, PITT COUNTY. NC
PROJECT IR 1/2451417/ TRACT NC-PT-035.000
DATE: 3108118
PROJECT NO: 81279
JOB NO: -
PAGE: 1 OF 1
Book: 3774 Page: 121 Seq:6
Book: 3774 Page: 121 Page 6 of 6

Appendix D: Permitting References
FEMA Flood Insurance Rate Map of NC, Panel 5607 J, 5608 K, and 5617 J
Pitt County Flood Damage Prevention Ordinance
NC Sedimentation Pollution Control Act of 1973
GUC Bank Parcel Development Plan Appendices
Tar -Pamlico River Basin 8-Digit HUC: 03020103

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
EDGECOMBE .� MAIT.%
S >
ern
1
j GREENE
`L tk
If
'I I'r1-•— LENOIR CRAVEN
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum, An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM, See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (ft)
Raleigh, NC 27601 Diu 1.15
(919) 733-383E
www, ncgs. state. nc. us
Example: NAVD 88 = NGVD 29 + (1.15)
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
Cy 144
tt
- d41
P
„ +•.am, FEMA-SCL}UPEHAI11+lU TECHNICAL?AF;INER
L0,,. D 0
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated b the State's com—
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 50+
680 000 FEE
35* 36'OC
3942 ON M
35.35'3(
3941 wo M
672 500 FEE
35" 35'flC
3940 oaa v
670 000 FEE
2 50(
77' 19'00"
77' 18'30"
JOINS PANEL 5608
7741R'nn'.
77° 17'30"
2 510 000 FEET
' 000 FEET 1yI "" '" z`S1 '" 2 b0/ b0U FEE1
T ,� - _ 6
I
4�
Greenvrll
3741 - pity v V
Greenville
�l0191►''` � •
• '
s
Q
m '
/ m . ./
(nutllle
3'7Q191
7
r
J � '
J l
1
} ZONE X --
i
1
7 r %----
r
O
17,
A
r
City of .
Greenville
3701914%
r
wr - i ,� • J
OP
ZONE AE
ZONE X
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19
.ZONE X
+` • a
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,;i �r- .-ZONE X
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14 ,
`�` - _.W'' PiltCc
_ �� k - ,• i%
1- « City of
Greenville
370191
44060:iil
M 99 c
City of '1 4 Fva51a u � ►
Greenville �o4N� �" ' _ l a
a
370191 -Now.1�
AL VAH on
T
k�� 4t 1 4 r 1. 0,
000 FEET 290 nca M ? Rn7 Rnn FFFT JOINS PANFL S606
ZONE X
40
0
A
s
:. • .
...Ji
wAT r�J Z NEtX
UJ
h E
C:
1s
3 3)
w•
t ID
fi
7 Mn nnn
30 000 FEET
3942 oaa M
i° 36'00"
r7 500 FEET
i° 35'30"
3941 D0° M
i` 35'00"
,39/-0
70 000 FEET
FEET
77.19'00"
77° 18'30"
77° 18'00" 77' 17'30"
NOTES TO
USERS
This map is for use in administering the National Rood Insurance Program. It does not
Certain areas not in Special Flood Hazard Areas may be protected by flood control
This map reflects more detailed and up-to-date stream channel configurations than
MAP REPOSITORY
necessarily identify all areas subject to flooding, particularly from local drainage sources
structures. Refer to Section 4.4 "Flood Protection Measures` of the Flood Insurance
those shown on the previous FIRM for this jurisdiction. The floodplains and floodways
Refer to listing of Map Repositories on Map Index or visit wvwv.ncfloodmaps.corn.
of small size. The community map repository should be consulted for possible updated
Study report for information on flood control structures in the jurisdictions.
that were transferred from the previous FIRM may have been adjusted to conform to
or additional flood hazard information.
these new stream channel configurations. As a result, the Flood Profiles and Floodway
Base ma information and eos atial data used to develop this FIRM were obtained from
P g p P t
Data tables in the Flood Insurance Stud report which contains authoritative hydraulic
Y P [ Y
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
S
(BFEs)
To obtain more detailed information in areas where Base Flood Elevations BFEs
various organizations, including the participating local communit ies state and federal
g g p p g Y( ).
data may reflect stream channel distances that differ from what is shown on this map.
) y p
JANt1ARY 2, 2004
and/or floodways have been determined, users are encouraged to consult the Flood
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
Profiles, Floodway Data and/or Summary of Stillwater Elevations tables contained within
part of the National Digital Orthophoto Program. The time period of collection for the
Please refer to the separately printed Map Index for an overview map of the county
the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be
imagery is 1998A999. Information and geospatial data supplied by the local community(ies)
showing the layout of map panels; community map repository addresses; and a Listing of
EFFECTIVE DATE(S) OF REVISIQN(S) TO THIS PANEL
aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These
that met FEMA base map specifications were considered the preferred source for
Communities table containing National Flood Insurance Program dates for each community
BFEs are intended for flood insurance rating purposes only and should not be used
development of the base map. See geospatial metadata for the associated digital FIRM
as well as a listing of the panels on which each is located.
as the sole source of flood elevation information. Accordingly, flood elevation data
for additional information about base map preparation.
presented in the FIS report should be utilized in conjunction with the FIRM for purposes
If you have questions about this map, or questions concerning the National Flood
of construction and/or floodplain management.
Base map features shown on this map, such as corporate limits, are based on the
Insurance Program 1n general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the
most up-to-date data available at the time of publication. Changes in the corporate
FEMA website at www.fema.gov.
For community map revision history prior to statewide mapping, refer to the Community Map
Boundaries of the floodways were computed at Cross sections and interpolated between
limits may have occurred since this map was published. Map users should
d
History table located in the Flood Insurance Study report for this jurisdiction.
cross sections. The floodways were based on hydraulic considerations with regard to
consult the appropriate community official or website to verify current conditions of
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter
requirements of the National Flood Insurance Program. Floodway widths and other
jurisdictional boundaries and base map features.
of Map Amendment (LOMA) revising portions of this panel, and digital versions of this
To determine if flood insurance is available in this community, contact your insurance agent, the
pertinent foodway data are provided in the Flood Insurance Study report for the jurisdictions.
FIRM may be available. Visit the North Carolina Floodplain Yapping Program website
Borth Carolina Division of Emergency Management or the National Flood Insurance Program at the
at www.rcfloodmaps.com, or contact the FENA Map Service Center at 1-800-358-9616
following phone numbers or websites:
for information on all related products associated with this FIRM. The FEMA Map Service
NC Division of Emergency Management National Flood Insurance Program
Center may also be reached by Fax at 1-800-3 58-962 0 and their website at www.fema. 9 ov/msc.
[phone] www.nfip.ncem.org 1-BOG-638-6620 www.fema.gownfip
LEGEND
—1 SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
J INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD
The 1 % annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1 % chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1 % annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1yfi annual chance Flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE
O E AO Flood depths of 7 to 3 feet usual) sheet flow on sloping terrain
P (usually p g ).
average depths determined, For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1 % annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1 % annual chance or
greater flood.
ZONE A99 Area to be protected from 1 % annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in flood heights.
[OTHER FLOOD AREAS
ZONE X Areas of 0,2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1 % annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2 % annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL HARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
Floodway boundary
Zone D Boundary
•••••••••••••••••••• CBRS and OPA boundary
Boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet*
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
aTs Cross section line
Transectline
97°07' 30", 32°22' 30" Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276000^v 1000-meter Universal Transverse Mercator grid ticks, zone 18
177 500 FEET 2500-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD 83 feet)
BM5510 North Carolina Geodetic Survey bench mark (see explanation
X in the Datum Information section of this FIRM panel).
BM5510 National Geodetic Survey bench mark (see explanation in
the Datum Information section of this FIRM panel).
0 M1,5 River Mile
GRID NORTH
MAP SCALE 1°' - 5001 (1 6,000)
250 0 500 1000
FEET
METERS
is 0 150 300
PANEL 51607 J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 5607
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY NUMBER PANEL SUFFIX
GREENVILLE, CITY OF 370191 5607 J
PITT COUNTY 370372 5607 J
Notice to User: The Map Number shown below should be used
when placing map orders: the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
JANUARY 2, 2004 37205607001
b`'-SYA 'Y MJ
State of North Carolina
Federal Emergency Management Agency

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAI
/ Qom-
NAYi ) 'I
I y
1 J 7,
_
Je&!\. EDGECOMBE
�r 1+ t MARTIN ,�
w ��`,..,
oo lx �v 1'l C' `^)-
, "I+ '1 `
WtL50N , l�. • � Li i Q �,_
1 � r, 'M N -
%11
i j RV11 = — i-
�1 ot'�ry do-` ���^ ��00��1110�
�^
i -" ''1� ch�� ,,� m�J�'o l-gg,0 01;1((b hey le �,�� h`O� l:ply IC , %_.._1
•� ,;
% •..- �� s•d "`. t. , a�� f,�IN ��- / 13EAUFOR
I 3ry� I* ¢64 le to � 4) 1
l %�i" 7 -) .1'5 ^a `9 `, h fly
GtZEENE V 0, 1 14 yea ^ i
i or, tab � �e h t -,
WA'(NE a� u��h b�'�t gy p` '
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r4/" .41 L�" 1.3 ra
4 r r- —t /•y
f �;
,"
1-1
1 LENOIR �'t _%.'f_. CRAVEN r
I `
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina State
Plane (FtPSZONE 3200). The horizontal datum was the North American Datum of
1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or Universal
Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum- An average offset
between NAVD 88 and the National Geodetic Vertical Datum of 1929 (NGVD 29)
has been computed for each North Carolina county. This offset was then applied
to the NGVD 29 flood elevations that were not revised during the creation of this
statewide format FIRM. The offsets for each county shown on this FIRM panel are
shown in the vertical datum offset table below. Where a county boundary and a
flooding source with unrevised NGVD 29 flood elevations are coincident, an
individual offset has been calculated and applied during the creation of this
statewide format FIRM. See Section 6.1 of the accompanying Flood Insurance
Study report to obtain further information on the conversion of elevations
between NAVD 88 and NGVD 29. To obtain current elevation, description, and/or
location information for bench marks shown on this map, please contact the
North Carolina Geodetic Survey at the address shown below. You may also
contact the Information Services Branch of the National Geodetic Survey at (301)
713-3242, or visit its website at http://www.nas.noaa,gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Otfset (n)
Raleigh, NC 27601 PITT -1.15
(919) 733-383E
http://www. ncgs.state. nc. us
Example: NAVD 88 = NGVD 29 + (-i.' 5)
FLOODING EFFECTS /
MASON SCHOOL RD (SR 1541)
FROM GRINDLE CREEK\ / 2 515 000 FEET
2 500 000 FEET 291 Q°o ha 77,16,001, 292G00 " f 293000 M 294L00" 295000 m 296°0L "' 2 520 000 FEET
700 000 FEET r
' 77°17'0©" JOINS PANEL 5700 z7°lsroo° 77.15'00°'
'' "� _ ZONE f as6 4s5 t 026 4a 0 700 000 FEET
ZONE AE *l '
_L ZONEAE" •l.I/.. X ssds. i , ZONE X 21 - 27
VQ cp ` aq.f. \ i + _______�
Hunting Rim , ZONE'X
ar i � _21 ,'.'
zoniMAT' ;
- - '1, 2 5a0 i+ __ -� �' � 1) oils 21
2 ��
=rr ': 4_ ?i - aaa f
" ,
F� � �/ - N ,
�- .. � ZONE AE
., `_ I s 5" .,. yi J ? , __- -- -- ZON E AE I
+ F e3, r,.�` r l
P b 9 ) �. . . . 11ce 1,
1, . __ . O\o ____ _
OREE4` er4 __ -`� r f,im -
I I I ____ I
ji?, 1 .4 )IN - -
.. )
\_ — —
.... :A 54, ! . I -
, .11
- - I ..... I'll, .. . %
; & /
� 11, I - �
3948" c0 `
I.1.101.
V .. N
+sue
NoVjo HAVEN LN -
3947
PW--M
. �
ey N
�£• •• 461 O O I,
Q •s v f � t.,,, , k �� fSR 1 g� J � —
rr _ , •
_' - - r�. -) - � t9 G� ' PONDEROSA LN! 7_� 11
X O a LU - 35`39,00,
u0 i F ASHLEY _ . _� -
_"r z �:I _ W m WILKES -
a . rn F CT -
CARLOS DR w Pf
", p w I
4.
I - ` �., SCA3LETT _ �4�7 4•
�. � nHARARD
.., A _- I - \ / 695 000 FEET
) - - - coT O
T z �.
F
/ ZONE X 0 U) . i-3947KOm
OAO`G��FF
r' ° * �" Rb rsR r5 J.
. . i. //
'.� -1: It _ }
'y
, Cl
� /
• r. - - ..
;�:� " SIT
I' , -
____ ­ it - -AWNiv
���'o 37, 3 7. ' -
E_& A '"" -
AP.igNDA '" �y ,
x HODGES 'f ' - i.a I
x - r C7 � • NICOLE CT LN 1� �.L*"
r ZQIJE X ram. r `¢ « 394E
D- ,,ravnS am a• ;1, , a .
zzt�`_!
P+� .CMS Hp YRAprrlr ,, �,�� a ._ , W
Z 2ss RA1MS , T • � o RAMS HORN' RD (SR 1537) .. � hN -
- VIO - LN � . , - r` RLI -Apr ~ �r'-
1
3946000P�) I'I L i ENDERaDRi Z _ v - J _ 1537,
n'114TIT
zi4: �OKIEACRESLN ZONE X -_. __ a -/ -
J
- ZONE X ZONE :X
ZONE Xr .6- I", — ) 'r .r z6zi w .z45 � zze9iii-
�-`�� N �' .. t- r1� S' f� N E X
�� . . . . - s c cU _ �- i / I ) ) ) 35`38'00"
?206 '4 j CV 100
� _; 18 ilrtic, llM-k 01111011.tiikcutzp 1 co
35°38'00" mot- • ZONE X ij
All streams listed in the Flood Hazard Data Table below were studied by detailed.-'�. 4-- f ' . r 1s§ TONE X J
methods using field survey. Other flood hazard data shown on this map may . . �� .' I , ' ~' z
have been derived using either a coastal analysis or limited detailed Riverine ZONE X` 'ZONE _ � ��-j `� -�� _' • ' A � 17,,� ,` Q
analysis. More information on the flooding sources studied by these analyses is X F' a: t� � � ZONE AE Lra �
":-
contained in the Flood Insurance Study report. `� ,# : - t; p�eaM
�= ZONE AE
ZONEXF - f� -L. _ -_ - -- - ---
_t /^/ � / .^,
FLOOD HAZARD DATA TABLE
Roodw ay Width (feet)
Left/Right Distance From
the Center of Stream to
1 % Annual Chance
Gross
Stream
Rood
(100-year)
Encroachment Boundary
Section
Station
Discharge (cfs)
Water -Surface Elevation
(Looking Dow nstream) or
(feet NAV D 68)
Total Floodw ay Width
BALDWIN SWAMP
032
3,2231
751
044
4,428'
701
055
51529'
701
066
6,649'
701
077
7,674'
701
090
9,001,
350
097
9,704'
350
109
10,888,
350
129
12, 9381
350
134
1 13,3921
1 350
145
1 14,540
350
17.03
17.03
17.03
17.03
17.03
17.2
17.2
17.3
18.9
18.9
19.0
13/325
150 / 300
360 1 126
242 1 218
68 / 287
200 f 260
170 1 250
$0 / 150
35 f 111
971113
147168
BALDWIN SWAMP NORTH TRIBUTARY
017
1,7151
430
20.2
33 / 57
025
2, 5311
430
20.2
58 1202
038
3,7881
430
20.2
87 / 401
045
4, 5171
430
20.3
169 1 551
053
1 5,264
430 11
20.3 11
124 / 516
MOYES RUN
-CANNON
SWAMP
125
12,5011
1,952
136
13,6171
1,788
152
15, 2021
1,547
164
16,3711
1,269
177
17, 6941
1,269
186
18, 6241
1,269
195
19,4921
1,269
206
20,5751
1,060
215
21,5221
1,060
226
22,61811,060
245
24,4691
1,060
262
26,1621
924
274
27,4281
1 924
288
28,8121
1 924
186 124
121 119
222 133
35 1 135
85I64
94 / 24
109124
219 1 24
187f24
439 / 31
310 / '62
401 / 489
256 1 233
136 1174
TAR RIVER
616 61,617 53,100 16.8 11 4,411 1 120
' Feet above mouth 2 Feet above mouth/ County Line:' Bevation includes backwater effects from
Moyes Run -Cannon Swamp 4 Elevation includes backwater effects from Tar River
17.04
17.04
17.04
17.04
17.04
17.04
17.4
18.1
18.6
18.9
19.8
20.0
20.2
20.9
6,1 Q. Z, VAlIR fi
f a ��
f L _ x. �-
- - o
FEMA'S COOPERATING TECHNICAL PARTNER
F
G
a.NI
9
�
dS
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
S
P P P
Emergency Management Agency (FEMA'I. The State of North Carolina has
implemented a long term approach of floodplain management to decrease the
costs associated with flooding. This is demonstrated by the State s commitment to
map floodplain areas at the local level. As a part of this effort, the state of Nor
th
Carolina has joined in a Cooperating Technical State agreement with FEMA to
produce and maintain this digital FiRM.
www.ncfloodmaps.com
\\ Pit -I CoC Linty
U 1.ninco�r�at cfl l� rc as
`ONE . . J ;^::�� 177; P ware Rc"
_ �-
ZONE X __ 045 ' 038' . .. . ZONE X S ' ' ' • ` �� �16a -
•} • rr
%
(26
{r
ZONE X_
_49-
• • I:,_ .' �0J .. , , , ,' Prib'3fe ` � y ONE X ' • - , 'ZONE X. 'ZONE X. ' , ` --
City of Greenville 13,1, rrr SWIJIorP. .. _ - ''�---__ ��_ w Rd 7 - _ _r"�-v. S I .. , ... • • . .. • . ��� rc
37aI�1 nr�111Trihrrl-ai�.�'`' �, d`. ZONEX+ ','.•. �l. .' . . . .]C. Ir �
_ 0 +ZONE X /'OLD PACTOLUS RD (SR 1534)
��� 264
fF4 --" l
LIMIT OF- ~ � V ZONE X - ZONE X . . , +r` i 152 136 + /
11
FLOODWAY` .ate r'F I .CROSSOVER, . ' . r 7 . . . . • . ' , , ; 'A _. 17 1 + 17 ZONE X
EY4234 `•.. •� 7 �' ... . . . - • . . ' i ZONE X I� I + 77 ' -
z ..�;
20 ,•, s- �,� ZONEAE . . --
1r ri{1',, n, - ZONE X i', __
-- I +
ZONE X .. Ss,',r r31 .� Fzir,ri Rd ' • • . ' . . ��� , . • _ . -
ZONE AE 1=arr r - - � ZONE X . . , r / ' —� , • \/ v ZONE X - _-__
ZONE X rn d \---- 17 o65 � . - /� ZONE X
r ZONE X ZONE X / ` _� r '_I , ZONE, �'` �-
a i . �. /_ X LIMIT OF k s1s
134 a,,,1r Rd , 077 , . . • ZONE.X^ , /Y ` =' -, FLOODWAY
ZONE X ZONE XP V
/ :.\ • ` _ .r r _ _______________,_"� --.: ,.
L77 `-ti Farm /� / `Y� +'` \ ~� a ti-+ — ��f ` -J x F "_. , , ,
�' 'T_ Rd �� ' . 17 S,:rrir. / . • - - '.$,:_i__ _ t - . .. A",
� . , . . -
685 000 FEET 46 . _ ` `. z-i• -;, _ • . r __ — c . . . . . , . . .
_—
__� ,J
ZONE X---4 _ .... ONE X 394
_ « w
,-arm Rd __ i- . . . 4mo M
_4 Y
F
- .
-�r
i3alc/st'1rr .Stit'ctltrp u3z' _ _
�r e — __� ,y � • . • ZONE X � . .:: ,-
19 oso ..
� ZONE � • • .. . . - � ZONE X ZONE AE \\
%
RICK CIR fir'^ 066:2 • ,_
ZONE X .__ ZONE X
ZE
• ` A E vF , , r t_ (044 . . . , • �. -
3944000r ,<:p,'-7� darn 1':i ^� • . — r Z'�}NE } . . . ej f via llrri r%- Iti'rri C'r rr it r1 .1 , 3 3.,r
`"� - ZONE X , { . .. . . �- �� <Av� - -----
I � ,;�p �_.. s sT '�. ZONE X "��
35°37'QO" "�' 1 :125 r3 17 1 7 ' : • ,
z `�,a r
"`" ,7e,; ZONE AE r ZONE X --� :' r . .. u
11 ZONE X Y - _ - .� . •�`
S ,. J1 t - CO d t +a , . y -.-r..
City of Greenville -� a ZONE X rEN,y fE z c� `�r ' ZONE X� ZONE X �1 ZONi ZONE X � � �„�.�.. z �
a . z
Extraterritorial Jurisdiction _§ a PACTOLUSIRD w ZONE X �` X i' __ ^r `'. , • � .. •, • .. • . t, A .. , . . � , . . . . y
;R 1534i �� .• ,7 Y . •s �. sue. . . . . . �.• `
37f? 9 /f "
_ � a(� - . . . . f, . . . . . �;- j ' ;ski
SANTREE ST '� '^ ZONE X- .ZONE X. , . . . .. . .. ", , . J . 4 . , , , �1.. . . �, • ev. - 1jv-_u, ,• <, . _
— - �5a�j. ` 9 . . . . . .. . . . : 1ti�i . t , r• 4 .,It A . �p1A1� ,
CASTLE DR �F �. . . . . .o c. .:. F.. �` .
ZONE AE • ,• .` `'�
ZONE k 2p t `5�ya`a°� r,I � , .+ ! • I � L .t . .. . . . ,
,-
ZONE X-' __-) \.I r qt 3. / .__- -� ZONE X . ' � ZONE X ONE X a . • .. � _. :::::. • : :: .
.... ,a ... ..
. . . Y. -
City of Greenville '�- o zQNE X City of Greenville \ ZONE X'f_" i - ._-_ • :::: .... ..::: 3943000h+
-A — I
y �N. -�0 1 ; ZONE X - ZONE X ...,.. �e
37�191 av 31Q191 �{ , ` ... '.�.. .....
tnr: ZONE X � ZONE X
LONGLEAF DR , . . . . . . . . . . . .
. , . . , / /[}/ ) \Z©NE X . . . . . ZONE AE V,.- . . . , . . . . . , . . .. ... �, ..... , ,
. �O, "WE V, 5 - . f * . s - . . . . . . . . . . . . i .-A * . . . : . . .ZONE �` 3«,.., .,,a:r M * * , , . . . ... ...........:..,�-,....... , , . , ... .
•
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680 000 FEET "' 680 000 FEET
77'19W.. JOINS PANEL 5607 77'18'00' 77'17'00' JOINS PANEL 5617 77.16W
- City of Greenville 2910°°" 19 292°°6h1 City of Greenville `� 293GGom 294000m 295000m 2960°0""
2 500 ooa FEET Extraterritorial Jurisdiction SIDE y
2 505 ooa FEET
AJ6042 370191 2 520 000 FEET
370191
MOTES TO USERS
This map is for use in administering the National Florid Insurance Program, It does not necessarily Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Study report (which contains authoritative hydraulic data) may reflect stream channel distances MAP REPOSITORY
identify all areas subject to flooding, particularly from local drainage sources of small size. The Refer to Section 4A "Hood Protection Measures" of the Flood Insurance Study report for that differ from what is shown on this map. Refer to listing of Map Repositories on Map Index or visit http11wwrw.ncfloodmaps.com.
community map repository should be consulted for passible updated or additional flood hazard information on flood control structures in this jurisdiction_
information. Please refer to the separately printed Map index for an overview map of the county showing the EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
Base map information and geospatial data used to develop this FIRM were obtained from various layout of map panels, community map repository addresses, and a Listing of Communities table
To obtain more detailed information in areas where Base Flood Elevations BFEs and/or organizations, including the participating local communit ies state and federal agencies, and/or containing National Flood Insurance Program dates for each community as well as a listing of the
(BFEs) 9 .. P P 9 Y{ ), 9 � g 9 Y 9 JANLlARY 2, 2004
floodwa s have been determined users are encouraged to consult the Flood Profiles Floodway other sources. The rime base for this FIRM is aerial imagery acquired b Pitt County. The time panels on which each community is located.
Y 9 Y primary g ry q Y Y p Y
Data, Limited Detailed Flood Hazard Data, and/or Summary of Stillwater Elevations tables period of collection for the Pitt imagery is 2005. Information and geospatial data supplied by the EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL
contained within the Flood Insurance Study (FIS) report that accompanies this FIRM_ Users should local comrnunity(ies) that met FEMA base map specifications were considered the preferred source If you have questions about this map„ or questions concerning the National Flood insurance
be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs for development of the base map. See geospatial metadata for the associated digital FIRM for Program in general, please call the FEMA Map Information eXchange (FMIS) at 1 - 877 - FEMA JULY 7, 20141
are intended for flood insurance rating purposes only and should not be used as the sole source of additional information about base map preparation. MAP (1-877-336-2627) or visit the FEMA website at http://www.fema.gov/business/nfip.
flood elevation information. Accordingly,flood elevation data resented in the FIS report should be
P S P
utilized In conjunction with the FIRM far purposes of construction and/or floodplain management. Base ma features shown an this ma such as corporate limits are based on the most u to- An accompanyingFlood Insurance Study report, Letter of Ma Revision L MR or Letter of Ma
1 P P P 9 P P• p P S 7 p P (O ) P
date data available at the time of publication. Changes in the corporate limits may have Amendment (LOMA) revising portions of this panel, and digital versions of this FIRM may be
Boundaries of regulatory floodwa s shown on the FIRM for flooding sources studied b detailed occurred since this ma was published. Ma users should consult the appropriate commurnt available. Visit the North Carolina Flood lain Mapping Program website at
1
9 �'` Y g Y p p pY p pp g g Updated flood hazards to reflect seamless statewide mapping
i i i r f' i r 1 w f r methods were computed at cross sections and interpolated between cross sections. The official or website to verify current conditions a jurisdictional boundaries and base ma features. htto. /w w.nc loodmaps.cam o the FEMA Ma Service Center website at
p p Y i p p
S
considerations r I I h r htti)://www.msc.fema.gov r r
For community ma revision history prior to statewide mapping. refer to the Community Ma History table located in
floodwa s were based on hydraulic conslde atla s with regard to requirements ements of the National This ma may contain roads that were not considered m the hydraulic c analysis of streams where htto. www. sc.fema.gav for information on all related products associated with this FIRM.
Yg q p Y Y Y p Y P ry P pP 9� Y p ry
f i
Flood Insurance Program. floodway widths and other pertinent floodway data for flooding sources no new hydraulic model was created during the production of this statewide format FIRM. the Road insurance Study report for this jurisdiction.
studied b detailed methods as well as non -encroachment widths for flooding sources studied b y g y To determine if flood insurance is available in this community, cprrtact your insurance agent, the North Carolina
limited detailed methods are provided in the Flood Insurance Study (FIS) report for this jurisdiction. This map reflects more detailed and up-to-date stream channel configurations than those shown Division of Emergency Management or the National Flood Insurance Program at the following phone numbers or
The FIS report also provides instructions for determining a floodway using non -encroachment on the previous FIRM for this jurisdiction. The floodplains and floodways that were transferred websites:
widths for flooding sources studied by limited detailed methods. from the previous FIRM may have been adjusted to conform to these new stream channel NC Division of Emergency Management National Flood Insurance Program
configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood Insurance [phone] http://www.nccrimecontrol.orgtnfp 1-800-638-6620 htti):ilwww.fema.gov/business/nfip
LEGEND
SPECIAL FLOOD HAZARD AREAS (SFHAS) SUBJECT TO
INUNDATION BY THE fo/o ANNUAL CHANCE FLOOD EVENT
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood that
has a 1°% chance of being equaled or exceeded in any given year. The Special Flood Hazard
Area is the area subject to flooding by the 1% annual chance flood. Areas of Special Flood
Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE, The Base Flood Elevation is the
water-su-face elevation of the 1% annual chance flood.
ZONE A No Base Flood Elevation determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood Elevations
determined.
ZONE AO Flood depths of 1 to 3 Beet (usually sheet flow on sloping terrain); average
depths determined. For areas of alluvial fan flooding, velocities also
determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual chance
flood by a flood control system that was subsequently decertified. Zone AR
indicates that the former flood control system is being restored to provide
protection from the 1% annual chance or greater flood.
ZONE A99 Areas to be protected from 1% annual chance flood by a Federal flood
protection system under construction; no Base Flood Elevations determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept
free of encroachment so that the 1% annual chance flood can be carried without substantial
increases in flood heights.
OTHER FLOOD AREAS
ZONE X Areas of 0.2°% annual chance flood; areas of 1% annLal chance flood with
average depths of less than 1 foot or with drainage areas less than 1 square
mile; and areas protected by levees from 1°% annual chance flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
® COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (OPAS)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
Floodway boundary
Zone D boundary
••••••►••••••«+••«••• CBRS and OPA boundary
Boundary dividing Special Flood Hazard Area Zones and boundary
' +� dividing Special Flood Hazard Areas of different ease Flood
, ' " .. ' Elevations, flood depths or flood velocities.
— 513 — Base Flood Elevation line and value; elevation in feet*
(EL 987) Base Flood Elevation value where uniform within zone; elevation in
feet*
* Referenced to the North American vertical Datum of 1988
o1z Cross section line
23 23 Transect line
97'07'30•, 32°22'30" Geographic coordinates referenced to the North American Datum of
1983 (NAD 83)
4275000 M 2000-meter Universal Transverse Mercator grid ticks, zone 18
1 477 500 FEET 5000-foot grid values: North Carolina State Plane coordinate system
(FIPSZONE 3200, State Plane NAD 83 feet)
BM5510 North Carolina Geodetic Survey bench mark (for more information
X visit ht;tp:Ilwww.nco5.,5tate.nC.us)
BM5510� Natlona Geodetic Survey bench mark (for more information visit
hap: //www. nos. noag. oov )
NGS-58 GPS 2-5 cm Vertical Control Marks or Contractor -Established
BM5510 NCFMP Bench Marks (for more information visit
httr)://www.ncgs.state.nc.us)
0 M 1.5 River Mile
GRID NORTH
MAP SCALE 1" = 1,000' (1 : 12,000)
500 0 50o 1,000 1,500 2.000
FEET
METERS
300 0 300 Soo
CHF J F) PANEL 550$K
FIRM
FLOOD INSURANCE RATE MAP
NORTH {CAROLINA
PANEL 5608
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM PANEL
LAYOUT)
CONTAINS -
COMMUNITY CID No. PANEL SUFFIX
GREENVILLE, CITY OF 370191 5608 K
PITT COUNTY 370372 5608 K
90
ED
0
Notice to User: The Map Number shown below should be used
when placing map orders: the Community Number shown above
should be used on insurance applications for the subject
community.
MAP REVISED MAP NUMBER
J U LY 1, 2014 3720560800 K
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State of North Carolina
Federal Emergency Management Agency

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
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DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet. where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Surrey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Surrey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset ift)
Raleigh, INC 27601 Pitt - 1.15
[phone]
vvww. ncgs. state. nc. us
Example: NAVD 88 = NGVD 29 + (1.15)
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet}
Lef'VRight Distance From
the Center of Stream to
1 % Annual Chance
Cross
Stream
Flood Discharge
(100-rear)
Encroachment Boundary
Section
Station'
(Cfs)
Water -Surface Elevation
(Looking Downstream] or
(feet NAVD88)
Total Floodway width
TAR RIVER
616
1 61,617
53,100 11 16.8 4,411 / 1 20
Feet above County boundary
f4 .1 r_
b' f '1
P
htLAASf;eaUPEHAiING TECHNICAL?AFIINEH
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency FEMA. The State of North Carolina has
g Y 9 9 Y( }
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated b the State's com-
9 Y
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement t
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 51C
680 OOD FEI
3942 MO M
35° 36'OC
35' 35'3(
3941 NO M
672 500 FEE
35* 35'0C
3940 WO "^
670 000 FEE
2 510 000
JOINS PANEL 5608
77,1710011 77-16-30" 77' 16'Oo" 77° 15'30"
77° 17'00,, - - - --- - 77" 16'30" 77-16-00" 77° 15'30"
JOINS PANEL 5616
This map is for use in administering the National Flood Insurance Program. It does not
necessarily identify all areas subject to flooding, particularly from local drainage sources
of small size. The community map repository should be consulted for possible updated
or additional flood hazard information.
To obtain more detailed information in areas where Base Flood Elevations (BFEs)
and/or floodwa s have been determined users are encouraged to consult the Flood
y g
Profiles, Floodway Data and/or Summary of Stillwater Elevations tables contained within
the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be
aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These
BFEs are intended for flood insurance rating purposes only and should riot be used
as the sole source of flood elevation information. Accordingly, flood elevation data
presented in the FIS report should be utilized in conjunction with the FIRM for purposes
of construction and/or floodplain management.
Boundaries of the floodwa s were computed at cross sections and interpolated between
Y p p
T f i h crass sections. he Ivodways were based on hydraulic considerations with regard to
requirements of the National Flood Insurance Program. Floodway widths and other
q 9 Y
pertinent floodway data are provided in the Flood Insurance Study report for the jurisdictions.
NOTES TO USERS
Certain areas not in Special Flood Hazard Areas may be protected by flood control
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance
0 0 0 flood c 'o Stud report for information on fl d control structures in the jurisdictions.
Y p 1
Base map information and geospatial data used to develop this FIRM were obtained from
various organizations, including the participating local communit ies state and federal
9 g p p g v4 }.
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
part of the National Digital Orthophoto Program. The time period of collection for the
imagery is 1998-1999. Information and geospatial data supplied by the local community(ies)
that met FEMA base map specifications were considered the preferred source for
development of the base map. See geospatial metadata for the associated digital FIRM
for additional information about base map preparation.
Base map features shown on this map, such as corporate limits, are based on the
most up-to-date data available at the time of publication. Changes in the corporate
limits may have occurred since this map was published. Map users should
consult the appropriate community official or website to verify current conditions of
jurisdictional boundaries and base map features.
This map reflects more detailed and up-to-date stream channel configurations than
those shown on the previous FIRM for this jurisdiction. The floodplains and floodways
that were transferred from the previous FIRM may have been adjusted to conform to
these new stream channel configurations. As a result, the Flood Profiles and Floodway
Data tables in the Flood Insurance Study report (which contains authoritative hydraulic
data) may reflect stream channel distances that differ from what is shown on this map.
Please refer to the separately printed Map Index for an overview map of the county
showing the layout of map panels; community map repository addresses; and a Listing of
Communities table containing National Flood insurance Program dates for each community
as well as a listing of the panels on which each is located.
If you have questions about this map, or questions concerning the National Flood
Insurance Program in general, please call 1 -877-FEMA MAP (1-877-336-2627) or visit the
FEMA website at www.fema.gov.
An accompanying Flood Insurance Study report, Letterof Map Revision L MR vr Lete r
of Map Amendment (LOMA) revising portions of this panel, and digital versions of this
FIRM may be available. Visit the North Carolina Floodplain Mapping Program website
at www.ncfloodmaps.com, or contact the FEMA Map Service Center at 1-800-358-9616
for information on all related products associated with this FIRM. The FEMA Map Service
Center may also be reached by Fax at 1-800-358-9620 and their website at www.fema.gov/msc.
LEGEND
)0 FEET
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
680 000 FEET
INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD
The 1 g% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1I chance of being equaPed or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annualchance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual chance flood.
ZONE A No Base Flood 'Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average deptlls determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. zone AR indicates that the former Flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONE A99 Area to be protected from 1 % annual chance flood by a Federal
flood protection system under construction; no Erase Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
3942 m M
35' 36'00"
677 500 FEET
tl—
Ctij
co
m
z
Q
cn
Z_
O
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. 3941 im u
35° 35,30"
3911-011`- ''
670 000 FEET
6 ow M
2 520 000 FEET
MAP REPOSITORY
Refer to listing of Map Repositories on Map Index or visit www.ncfloodmaps.com.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
JANUARY 2, 2004
EFFECTIVE DATES) OF REVISION(S) TO THIS PANEL
For community map revision history prior to statewide mapping, refer to the Community Map
History table located in the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in this community, ty,contact your insurance agent, the
North Carolina Division of Emergency Management or the National Flood Insurance Program at the
following phone numbers or websites:
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nfip.ncem.org 1-800-638-6620 www.fema.goy/hfip
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE X Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1 % annual chance
flood.
OTHER AREAS
ZONE X Areas determined to he outside the 0.2 % annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE
PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
— — — —
Floodway boundary
- -
Zone D Boundary
•■■•••••••••••••••■■
CBRS and OPA boundary
Boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513—
Base Flood Elevation line and value; elevation in feet*
(EL 987)
Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
ors
Cross section line
33 - - - - - - 23
Transectline
Geographic coordinates referenced to the North American
47°C17' 30". 32°22' 30°'
Datum of 1983 (NAD 83)
4276000'A
1000-meter Universal Transverse Mercator grid ticks, zone 18
477 50fl FEET
2500-foot grid values: North Carolina State Plane coordinate
system (F(PSZONE 3200, State Plane NAD 83 feet)
BM5510
North Carolina Geodetic Survey bench mark (see explanation
X
in the Datum Information section of this FIRM panel).
BM6510
National Geodetic Survey bench mark (see explanation in
(9
the Datum information section of this FIRM panel).
• M1.5
River Mile
I&
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
,.--_ FEET
METERS
150 0 150 300
PANEL 5617 J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
CD
4cal
PANEL 5617
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY NUMBER PANEL SUFFIX
O CZ
PITT COUNTY 370372 5617 J
SIMPSON. VILLAGE of 370615 5617 J
Notice to User: The Map Number shown below should be used
when placing map orders: the Community Number shown
above should be used or. insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
JANUARY 2, 2004 3720561700J
�7'{j�
iED
�TTTu
z
State of North Carolina
7711111111
Federal Emergency Management Agency

FLOOD DAMAGE PREVENTION ORDINANCE
Section 1. Statutory Authorization
County: The Legislature of the State of North Carolina has in Part 6, Article 21 of Chapter 143; Parts 3
and 4 of Article 18 of Chapter 153A; and Part 121, Article 6 of Chapter 153A of the North Carolina
General Statutes, delegated to local governmental units the responsibility to adopt regulations designed
to promote the public health, safety, and general welfare.
Municipal: The Legislature of the State of North Carolina has in Part 6, Article 21 of Chapter 143; Parts
3, 5, and 8 of Article 19 of Chapter 160A; and Article 8 of Chapter 160A of the North Carolina General
Statutes, delegated to local governmental units the responsibility to adopt regulations designed to
promote the public health, safety, and general welfare.
Therefore, the Board of County Commissioners of Pitt County, North Carolina, does ordain as follows:
Section 2. Finding of Fact
A. The flood prone areas within the jurisdiction of Pitt County are subject to periodic inundation
which results in loss of life, property, health and safety hazards, disruption of commerce and gov-
ernmental services, extraordinary public expenditures of flood protection and relief, and impair-
ment of the tax base, all of which adversely affect the public health, safety, and general welfare.
B. These flood losses are caused by the cumulative effect of obstructions in floodplains causing
increases in flood heights and velocities and by the occupancy in flood prone areas of uses vul-
nerable to floods or other hazards.
Section 3. Statement of Purpose
It is the purpose of this Ordinance to promote public health, safety, and general welfare and to minimize
public and private losses due to flood conditions within flood prone areas by provisions designed to:
A. Restrict or prohibit uses that are dangerous to health, safety, and property due to water or erosion
hazards or that result in damaging increases in erosion, flood heights or velocities;
B. Require that uses vulnerable to floods, including facilities that serve such uses, be protected
against flood damage at the time of initial construction;
C. Control the alteration of natural floodplains, stream channels, and natural protective barriers,
which are involved in the accommodation of floodwaters;
D. Control filling, grading, dredging, and all other development that may increase erosion or flood
damage; and
E. Prevent or regulate the construction of flood barriers that will unnaturally divert flood waters or
which may increase flood hazards to other lands.
Flood Damage Prevention Ordinance
Page 1 of 23

Section 4. Objectives
The objectives of this Ordinance are to:
A. Protect human life, safety, and health;
B. Minimize expenditure of public money for costly flood control projects;
C. Minimize the need for rescue and relief efforts associated with flooding and generally undertaken
at the expense of the general public;
D. Minimize prolonged business losses and interruptions;
E. Minimize damage to public facilities and utilities (i.e. water and gas mains, electric, telephone,
cable and sewer lines, streets, and bridges) that are located in flood prone areas;
F. Help maintain a stable tax base by providing for the sound use and development of flood prone
areas; and
G. Ensure that potential buyers are aware that property is in a Special Flood Hazard Area.
Section 5. Definitions
Unless specifically defined below, words or phrases used in this Ordinance shall be interpreted so as to
give them the meaning they have in common usage and to give this ordinance its most reasonable appli-
cation.
Accessory Structure (Appurtenant Structure): A structure located on the same parcel of property as
the principal structure and the use of which is incidental to the use of the principal structure. Garages,
carports and storage sheds are common urban accessory structures. Pole barns, hay sheds and the like
qualify as accessory structures on farms, and may or may not be located on the same parcel as the farm
dwelling or shop building.
Addition (to an existing building): An extension or increase in the floor area or height of a building or
structure.
Appeal: A request for a review of the Floodplain Administrator's interpretation of any provision of this
Ordinance.
Area of Shallow Flooding: A designated Zone AO on a community's Flood Insurance Rate Map (FIRM)
with base flood depths determined to be from one (1) to three (3) feet. These areas are located where a
clearly defined channel does not exist, where the path of flooding is unpredictable and indeterminate, and
where velocity flow may be evident.
Area of Special Flood Hazard: see Special Flood Hazard Area (SFHA)
Base Flood: The flood having a one (1) percent chance of being equaled or exceeded in any given year.
Base Flood Elevation (BFE): A determination of the water surface elevations of the base flood as pub-
lished in the Flood Insurance Study. When the BFE has not been provided in a Special Flood Hazard
Area, it may be obtained from engineering studies available from a Federal, State, or other source using
FEMA approved engineering methodologies. This elevation, when combined with the Freeboard, estab-
lishes the Regulatory Flood Protection Elevation.
Basement: Any area of the building having its floor subgrade (below ground level) on all sides.
Building: see Structure
Flood Damage Prevention Ordinance
Page 2 of 23

Chemical Storage Facility: A building, portion of a building, or exterior area adjacent to a building used
for the storage of any chemical or chemically reactive products.
Development: Any man-made change to improved or unimproved real estate, including, but not limited
to, buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling opera-
tions, or storage of equipment or materials.
Disposal: As defined in NCGS 130A-290(a)(6), the discharge, deposit, injection, dumping, spilling, leak-
ing, or placing of any solid waste into or on any land or water so that the solid waste or any constituent
part of the solid waste may enter the environment or be emitted into the air or discharged into any waters,
including groundwaters.
Elevated Building: A non -basement building which has its lowest elevated floor raised above ground
level by foundation walls, shear walls, posts, piers, pilings, or columns.
Encroachment: The advance or infringement of uses, fill, excavation, buildings, structures or develop-
ment into a floodplain, which may impede or alter the flow capacity of a floodplain.
Existing Manufactured Home Park or Manufactured Home Subdivision: A manufactured home park
or subdivision for which the construction of facilities for servicing the lots on which the manufactured
homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets,
and either final site grading or the pouring of concrete pads) was completed before the initial effective
date of the Floodplain Management Regulations adopted by the community.
Flood or Flooding: A general and temporary condition of partial or complete inundation of normally dry
land areas from:
A. The overflow of inland or tidal waters; and/or
B. The unusual and rapid accumulation or runoff of surface waters from any source.
Flood Boundary and F/oodway Map (FBFM): An official map of a community, issued by the Federal
Emergency Management Agency, on which the Special Flood Hazard Areas and the floodways are
delineated. This official map is a supplement to and shall be used in conjunction with the Flood Insurance
Rate Map (FIRM).
Flood Hazard Boundary Map (FHBM): An official map of a community, issued by the Federal Emer-
gency Management Agency, where the boundaries of the Special Flood Hazard Areas have been defined
as Zone A.
Flood Insurance: The insurance coverage provided under the National Flood Insurance Program.
Flood Insurance Rate Map (FIRM): An official map of a community, issued by the Federal Emergency
Management Agency, on which both the Special Flood Hazard Areas and the risk premium zones appli-
cable to the community are delineated.
Flood Insurance Study (FIS): An examination, evaluation, and determination of flood hazards, corre-
sponding water surface elevations (if appropriate), flood hazard risk zones, and other flood data in a
community issued by the Federal Emergency Management Agency. The Flood Insurance Study report
includes Flood Insurance Rate Maps (FIRMS) and Flood Boundary and Floodway Maps (FBFMs), if pub-
lished.
Flood Prone Area: see F/oodplain
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Flood Zone: A geographical area shown on a Flood Hazard Boundary Map or Flood Insurance Rate Map
that reflects the severity or type of flooding in the area.
F/oodplain: Any land area susceptible to being inundated by water from any source.
F/oodplain Administrator: The individual appointed to administer and enforce the Floodplain Manage-
ment Regulations.
F/oodplain Development Permit: Any type of permit that is required in conformance with the provisions
of this Ordinance, prior to the commencement of any development activity.
F/oodplain Management: The operation of an overall program of corrective and preventive measures for
reducing flood damage and preserving and enhancing, where possible, natural resources in the flood -
plain, including, but not limited to, emergency preparedness plans, flood control works, floodplain man-
agement regulations, and open space plans.
F/oodplain Management Regulations: This Ordinance and other zoning ordinances, subdivision regula-
tions, building codes, health regulations, special purpose ordinances, and other applications of police
power. This term describes Federal, State or local regulations, in any combination thereof, which provide
standards for preventing and reducing flood loss and damage.
F/oodproofing: Any combination of structural and nonstructural additions, changes, or adjustments to
structures which reduce or eliminate flood damage to real estate or improved real property, water and
sanitation facilities, structures, and their contents.
F/oodway: The channel of a river or other watercourse and the adjacent land areas that must be
reserved in order to discharge the base flood without cumulatively increasing the water surface elevation
more than one (1) foot.
Freeboard: The height added to the Base Flood Elevation (BFE) to account for the many unknown fac-
tors that could contribute to flood heights greater that the height calculated for a selected size flood and
floodway conditions, such as wave action, blockage of bridge openings, and the hydrological effect of
urbanization of the watershed. The Base Flood Elevation (BFE) plus the freeboard establishes the Regu-
latory Flood Protection Elevation.
Functionally Dependent Facility: A facility which cannot be used for its intended purpose unless it is
located in close proximity to water, limited to a docking or port facility necessary for the loading and
unloading of cargo or passengers, shipbuilding, or ship repair. The term does not include long-term stor-
age, manufacture, sales, or service facilities.
Hazardous Waste Management Facility: As defined in NCGS 130A, Article 9, a facility for the collection,
storage, processing, treatment, recycling, recovery, or disposal of hazardous waste.
Highest Adjacent Grade (HAG): The highest natural elevation of the ground surface, prior to construc-
tion, immediately next to the proposed walls of the structure.
Historic Structure: Any structure that is:
A. Listed individually in the National Register of Historic Places (a listing maintained by the US
Department of Interior) or preliminarily determined by the Secretary of Interior as meeting the
requirements for individual listing on the National Register;
B. Certified or preliminarily determined by the Secretary of Interior as contributing to the historical
significance of a registered historic district or a district preliminarily determined by the Secretary
to qualify as a registered historic district;
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C. Individually listed on a local inventory of historic landmarks in communities with a Certified Local
Government (CLG) Program; or
D. Certified as contributing to the historical significance of a historic district designated by a commu-
nity with a Certified Local Government (CLG) Program.
Certified Local Government (CLG) Programs are approved by the US Department of the Interior in
cooperation with the North Carolina Department of Cultural Resources through the State Historic
Preservation Officer as having met the requirements of the National Historic Preservation Act of 1966
as amended in 1980.
Lowest Adjacent Grade (LAG): The elevation of the ground, sidewalk or patio slab immediately next to
the building, or deck support, after completion of the building.
Lowest Floor. The lowest floor of the lowest enclosed area (including basement). An unfinished or flood
resistant enclosure, usable solely for parking of vehicles, building access, or limited storage in an area
other than a basement area is not considered a building's lowest floor, provided that such an enclosure is
not built so as to render the structure in violation of the applicable non -elevation design requirements of
this Ordinance.
Manufactured Home: A structure, transportable in one or more sections, which is built on a permanent
chassis and designed to be used with or without a permanent foundation when connected to the required
utilities. The term Manufactured Home does not include a Recreational Vehicle.
Market Value: The building value, not including the land value and that of any accessory structures or
other improvements on the lot. Market value may be established by independent certified appraisal;
replacement cost depreciated for age of building and quality of construction (Actual Cash Value); or
adjusted tax assessed values.
Mean Sea Level: For purposes of this Ordinance, the National Geodetic Vertical Datum (NGVD) as cor-
rected in 1929, the North American Vertical Datum (NAVD) as corrected in 1988, or other vertical control
datum used as a reference for establishing varying elevations within the floodplain, to which Base Flood
Elevations (BFEs) shown on a FIRM are referenced. Refer to each FIRM panel to determine datum used.
New Construction: Structures for which the "start of construction" commenced on or after the effective
date of the initial floodplain management regulations and includes any subsequent improvements to such
structures.
Nonconforming Building or Development: Any legally existing building or development which fails to
comply with the current provisions of this Ordinance.
Non -Encroachment Area: The channel of a river or other watercourse and the adjacent land areas that
must be reserved in order to discharge the base flood without cumulatively increasing the water surface
elevation more than one (1) foot as designated in the Flood Insurance Study report.
Post -FIRM: Construction or other development for which the "start of construction" occurred on or after
the effective date of the initial Flood Insurance Rate Map.
Pre -FIRM: Construction or other development for which the "start of construction" occurred before the
effective date of the initial Flood Insurance Rate Map.
Principally Above Ground: At least 51 % of the actual cash value of the structure is above ground.
Public Safety and/or Nuisance: Anything which is injurious to the safety or health of an entire community
or neighborhood, or any considerable number of persons, or unlawfully obstructs the free passage or use,
in the customary manner, of any navigable lake, or river, bay, stream, canal, or basin.
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Recreational Vehicle (RV): A vehicle, which is:
A. Built on a single chassis;
B. 400 square feet or less when measured at the largest horizontal projection;
C. Designed to be self-propelled or permanently towable by a light duty truck; and
D. Designed primarily not for use as a permanent dwelling, but as temporary living quarters for
recreational, camping, travel, or seasonal use.
Reference Level: The top of the lowest floor for structures within Special Flood Hazard Areas designated
as Zone Al -A30, AE, A, A99 or AO.
Regulatory Flood Protection Elevation (RFPE): The
elevation, in relation to mean sea level, to which the refer- Top of Floor
ence level of all structures and other development located Floor Joist
within Special Flood Hazard Areas must be protected. Hvac unit
Within areas where Base Flood Elevations (BFEs) have
been determined, this elevation shall be the BFE plus two
(2) feet of freeboard. For manufactured homes, the RFPE
shall be the BFE plus two (2) feet provided that no portion
of the manufactured home below the lowest floor is lower RFPE
than the BFE. Allowable elements below the lowest floor 2,
are limited to electrical, plumbing, mechanical, and duct- Ductwork riUGT
work which are considered a standard part of the manu- BFE above BFE
factured home. All electrical, mechanical, plumbing, and
ductwork which is not a part of the manufactured home
shall be no lower than two (2) feet above the BFE. Cross-
over ducts for double and triple wide manufactured homes are specifically exempted from this freeboard
requirement provided that the bottom of all such crossover ducts are above the base flood elevation. In
areas where no BFE has been established, this elevation shall be at least two (2) feet above the highest
adjacent grade.
Remedy a Violation: To bring the structure or other development into compliance with State and com-
munity floodplain management regulations, or, if this is not possible, to reduce the impacts of its noncom-
pliance. Ways that impacts may be reduced include protecting the structure or other affected develop-
ment from flood damages, implementing the enforcement provisions of the Ordinance or otherwise deter-
ring future similar violations, or reducing Federal financial exposure with regard to the structure or other
development.
Repetitive Loss: Flood -related damage sustained by a structure on two separate occasions during a 10-
year period for which the cost of repairs at the time of each such flood event, on the average, equals or
exceeds 25 percent of the market value of the structure before the damage occurred.
Riverine: Relating to, formed by, or resembling a river (including tributaries), stream, brook, etc
Salvage Yard: Any non-residential property used for the storage, collection, and/or recycling of any type
of equipment, and including but not limited to vehicles, appliances and related machinery.
Solid Waste Disposal Facility: Any facility involved in the disposal of solid waste, as defined in NCGS
130A-290(a)(35).
Solid Waste Disposal Site: As defined in NCGS 130A-290(a)(36), any place at which solid wastes are
disposed of by incineration, sanitary landfill, or any other method.
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Special Flood Hazard Area (SFHA): The land in the floodplain subject to a one percent (1%) or greater
chance of being flooded in any given year, as determined in Section 7 of this Ordinance.
Start of Construction: Includes substantial improvement, and means the date the building permit was
issued, provided the actual start of construction, repair, reconstruction, rehabilitation, addition placement,
or other improvement was within 180 days of the permit date. The actual start means either the first
placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the
installation of piles, the construction of columns, or any work beyond the stage of excavation; or the
placement of a manufactured home on a foundation. Permanent construction does not include land
preparation, such as clearing, grading, and filling; nor does it include the installation of streets and/or
walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of
temporary forms; nor does it include the installation on the property of accessory buildings, such as
garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial
improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other
structural part of the building, whether or not that alteration affects the external dimensions of the building.
Structure: A walled and roofed building, a manufactured home, or a gas, liquid, or liquefied gas storage
tank that is principally above ground.
Substantial Damage: Damage of any origin sustained by a structure during any one-year period
whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50
percent of the market value of the structure before the damage occurred. See definition of Substantial
Improvement.
Substantial Improvement: Any combination of repairs, reconstruction, rehabilitation, addition, or other
improvement of a structure, taking place during any one-year period for which the cost equals or exceeds
50 percent of the market value of the structure before the "start of construction" of the improvement. This
term includes structures which have incurred "substantial damage", regardless of the actual repair work
performed. The term does not, however, include either:
A. Any correction of existing violations of State or community health, sanitary, or safety code
specifications which have been identified by the community code enforcement official and which
are the minimum necessary to assure safe living conditions; or
B. Any alteration of a historic structure, provided that the alteration will not preclude the structure's
continued designation as a historic structure.
Variance: A grant of relief from the requirements of this Ordinance
Violation: The failure of a structure or other development to be fully compliant with the community's
floodplain management regulations. A structure or other development without the elevation certificate,
other certifications, or other evidence of compliance required in Section 14 through Section 23 is pre-
sumed to be in violation until such time as that documentation is provided.
Water Surface Elevation (WSE): The height, in relation to mean sea level, of floods of various magni-
tudes and frequencies in the floodplains of riverine areas.
Watercourse: A lake, river, creek, stream, wash, channel or other topographic feature on or over which
waters flow at least periodically. Watercourse includes specifically designated areas in which substantial
flood damage may occur.
Section 6. Lands to Which this Ordinance Applies
This Ordinance shall apply to all Special Flood Hazard Areas within the jurisdiction, of Pitt County and
within the jurisdiction of any other community, including Extra -Territorial Jurisdictions (ETJs), whose gov-
erning body agrees, by resolution, to such applicability.
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Section 7. Basis for Establishing the Special Flood Hazard Areas
The Special Flood Hazard Areas are those identified under the Cooperating Technical State (CTS)
agreement between the State of North Carolina and FEMA in its Flood Insurance Study (FIS) and its
accompanying Flood Insurance Rate Maps (FIRM), for Pitt County dated July 7, 2014, which are adopted
by reference and declared to be a part of this ordinance. Future revisions to the FIS or FIRM panels that
do not change flood hazard data within the jurisdictional authority of Pitt County are also adopted by
reference and declared to be part of this ordinance. Subsequent revisions to the FIRM should be
adopted within six months.
The initial Flood Insurance Rate Maps are as follows for the jurisdictional areas at the initial date
Pitt County Unincorporated Area, dated January 6, 1983
Ayden, Town of, dated August 4, 1987
Bethel, Town of, dated January 2, 2004
Falkland, Town of, dated January 2, 2004
Farmville, Town of, dated April 1, 1982
Fountain, Town of, dated January 2, 2004
Greenville, City of, dated July 3, 1978
Grifton, Town of, dated February 17, 1982
Grimesland, Town of, dated January 2, 2004
Simpson, Village of, dated January 2, 2004
Winterville, Town of, dated February 24, 1978
Section 8. Establishment of Floodplain Development Permit
A Floodplain Development Permit shall be required in conformance with the provisions of this Ordinance
prior to the commencement of any development activities within Special Flood Hazard Areas determined
in accordance with the provisions of Section 7 of this Ordinance.
Section 9. Compliance
No structure or land shall hereafter be located, extended, converted, altered, or developed in any way
without full compliance with the terms of this Ordinance and other applicable regulations.
Section 10. Abrogation and Greater Restrictions
This Ordinance is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed
restrictions. However, where this Ordinance and another conflict or overlap, whichever imposes the more
stringent restrictions shall prevail.
Section 11. Interpretation
In the interpretation and application of this Ordinance, all provisions shall be:
A. Considered as minimum requirements;
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B. Liberally construed in favor of the governing body; and
C. Deemed neither to limit nor repeal any other powers granted under State statutes.
Section 12. Warning and Disclaimer of Liability
The degree of flood protection required by this Ordinance is considered reasonable for regulatory pur-
poses and is based on scientific and engineering consideration. Larger floods can and will occur. Actual
flood heights may be increased by man-made or natural causes. This Ordinance does not imply that land
outside the Special Flood Hazard Areas or uses permitted within such areas will be free from flooding or
flood damages. This Ordinance shall not create liability on the part of Pitt County or by any officer or
employee thereof for any flood damages that result from reliance on this Ordinance or any administrative
decision lawfully made hereunder.
Section 13. Penalties for Violation
Violation of the provisions of this Ordinance or failure to comply with any of its requirements, including
violation of conditions and safeguards established in connection with grants of variance or special excep-
tions, shall constitute a misdemeanor. Any person who violates this Ordinance or fails to comply with any
of its requirements shall, upon conviction thereof, be fined not more than $50.00 or imprisoned for not
more than thirty (30) days, or both. Each day such violation continues shall be considered a separate
offense. Nothing herein contained shall prevent Pitt County from taking such other lawful action as is
necessary to prevent or remedy any violation.
Section 14. Designation of Floodplain Administrator
The Planning Director or his/her designee, hereinafter referred to as the "Floodplain Administrator", is
hereby appointed to administer and implement the provisions of this Ordinance.
Section 15. Floodplain Development Application, Permit and Certification Requirements
A. Application Requirements. Application for a Floodplain Development Permit shall be made to the
Floodplain Administrator prior to any development activities located within Special Flood Hazard
Areas. The following items shall be presented to the Floodplain Administrator to apply for a flood -
plain development permit:
1. A plot plan drawn to scale which shall include, but shall not be limited to, the following spe-
cific details of the proposed floodplain development:
a. The nature, location, dimensions, and elevations of the area of development/disturbance;
existing and proposed structures, utility systems, grading/pavement areas, fill materials,
storage areas, drainage facilities, and other development;
b. The boundary of the Special Flood Hazard Area as delineated on the FIRM or other flood
map as determined in Section 7, or a statement that the entire lot is within the Special
Flood Hazard Area;
c. Flood zone(s) designation of the proposed development area as determined on the FIRM
or other flood map as determined in Section 7;
d. The boundary of the floodway(s) or non -encroachment area(s) as determined in Section
7;
e. The Base Flood Elevation (BFE) where provided as set forth in Section 7, Section 16, or
Section 21; and
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f. The old and new location of any watercourse that will be altered or relocated as a result
of proposed development.
2. Proposed elevation, and method thereof, of all development within a Special Flood Hazard
Area including but not limited to:
a. Elevation in relation to mean sea level of the proposed reference level (including base-
ment) of all structures;
b. Elevation in relation to mean sea level to which any non-residential structure in Zone AE,
A or AO will be floodproofed; and
c. Elevation in relation to mean sea level to which any proposed utility systems will be ele-
vated or floodproofed.
3. If floodproofing, a Floodproofing Certificate (FEMA Form 81-65) with supporting data, an
operational plan, and an inspection and maintenance plan that include, but are not limited to,
installation, exercise, and maintenance of floodproofing measures.
4. A Foundation Plan, drawn to scale, which shall include details of the proposed foundation
system to ensure all provisions of this Ordinance are met. These details include but are not
limited to:
a. The proposed method of elevation, if applicable (i.e., fill, solid foundation perimeter wall,
solid backfilled foundation, open foundation on columns/posts/piers/piles/shear walls);
and
b. Openings to facilitate automatic equalization of hydrostatic flood forces on walls in accor-
dance with Section 20(D)(3) when solid foundation perimeter walls are used in Zones A,
AO, AE, and Al-30.
5. Usage details of any enclosed areas below the lowest floor.
6. Plans and/or details for the protection of public utilities and facilities such as sewer, gas,
electrical, and water systems to be located and constructed to minimize flood damage.
7. Certification that all other Local, State and Federal permits required prior to floodplain
development permit issuance have been received.
8. Documentation for placement of Recreational Vehicles and/or Temporary Structures, when
applicable, to ensure that the provisions of Section 20(F) and Section 20(G) of this Ordinance
are met.
9. A description of proposed watercourse alteration or relocation, when applicable, including an
engineering report on the effects of the proposed project on the flood -carrying capacity of the
watercourse and the effects to properties located both upstream and downstream; and a map
(if not shown on plot plan) showing the location of the proposed watercourse alteration or
relocation.
B. Permit Requirements. The Flood plain Development Permit shall include, but not be limited to:
1. A description of the development to be permitted under the floodplain development permit.
2. The Special Flood Hazard Area determination for the proposed development in accordance
with available data specified in Section 7.
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3. The Regulatory Flood Protection Elevation required for the reference level and all attendant
utilities.
4. The Regulatory Flood Protection Elevation required for the protection of all public utilities.
5. All certification submittal requirements with timelines.
6. A statement that no fill material or other development shall encroach into the floodway or
non -encroachment area of any watercourse, as applicable.
7. The flood openings requirements, if in Zones A, AO, AE or Al-30.
C. Certification Requirements
1. Elevation Certificates
a. An Elevation Certificate (FEMA Form 81-31) is required after the reference level is estab-
lished. Within seven (7) calendar days of establishment of the reference level elevation, it
shall be the duty of the permit holder to submit to the Floodplain Administrator a certifica-
tion of the elevation of the reference level, in relation to mean sea level. Any work done
within the seven (7) day calendar period and prior to submission of the certification shall
be at the permit holder's risk. The Floodplain Administrator shall review the certificate
data submitted. Deficiencies detected by such review shall be corrected by the permit
holder immediately and prior to further work being permitted to proceed. Failure to submit
the certification or failure to make required corrections shall be cause to issue a stop -
work order for the project.
A final as -built Elevation Certificate (FEMA Form 81-31) is required after construction is
completed and prior to Certificate of Compliance/Occupancy issuance. It shall be the duty
of the permit holder to submit to the Floodplain Administrator a certification of final as -
built construction of the elevation of the reference level and all attendant utilities. The
Floodplain Administrator shall review the certificate data submitted. Deficiencies detected
by such review shall be corrected by the permit holder immediately and prior to Certifi-
cate of Compliance/Occupancy issuance. In some instances, another certification may be
required to certify corrected as -built construction. Failure to submit the certification or fail-
ure to make required corrections shall be cause to withhold the issuance of a Certificate
of Compliance/Occupancy.
2. Floodproofing Certificate
If non-residential floodproofing is used to meet the Regulatory Flood Protection Elevation
requirements, a Floodproofing Certificate (FEMA Form 81-65), with supporting data, an
operational plan, and an inspection and maintenance plan are required prior to the actual
start of any new construction. It shall be the duty of the permit holder to submit to the Flood -
plain Administrator a certification of the floodproofed design elevation of the reference level
and all attendant utilities, in relation to mean sea level. Floodproofing certification shall be
prepared by or under the direct supervision of a professional engineer or architect and certi-
fied by same. The Floodplain Administrator shall review the certificate data, the operational
plan, and the inspection and maintenance plan. Deficiencies detected by such review shall
be corrected by the applicant prior to permit approval. Failure to submit the certification or
failure to make required corrections shall be cause to deny a Floodplain Development Permit.
Failure to construct in accordance with the certified design shall be cause to withhold the
issuance of a Certificate of Compliance/Occupancy.
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3. If a manufactured home is placed within Zone A, AO, AE, or Al-30 and the elevation of the
chassis is more than 36 inches in height above grade, an engineered foundation certification
is required in accordance with the provisions of Section 20(C)(2).
4. If a watercourse is to be altered or relocated, a description of the extent of watercourse
alteration or relocation; a professional engineer's certified report on the effects of the pro-
posed project on the flood -carrying capacity of the watercourse and the effects to properties
located both upstream and downstream; and a map showing the location of the proposed
watercourse alteration or relocation shall all be submitted by the permit applicant prior to
issuance of a floodplain development permit.
5. Certification Exemptions. The following structures, if located within Zone A, AO, AE or Al-30,
are exempt from the elevation/flood proofing certification requirements specified in Section
15(C)(1) and 15(C)(2):
a. Recreational Vehicles meeting requirements of Section 20(F)(1);
b. Temporary Structures meeting requirements of Section 20(G); and
c. Accessory Structures less than 150 square feet meeting requirements of Section 20(H).
Section 16. Duties and Responsibilities of the Floodplain Administrator
The Floodplain Administrator shall perform, but not be limited to, the following duties:
A. Review all floodplain development applications and issue permits for all proposed development
within Special Flood Hazard Areas to assure that the requirements of this Ordinance have been
satisfied.
B. Review all proposed development within Special Flood Hazard Areas to assure that all necessary
Local, State and Federal permits have been received.
C. Notify adjacent communities and the North Carolina Department of Crime Control and Public
Safety, Division of Emergency Management, State Coordinator for the National Flood Insurance
Program prior to any alteration or relocation of a watercourse, and submit evidence of such notifi-
cation to the Federal Emergency Management Agency (FEMA).
D. Assure that maintenance is provided within the altered or relocated portion of said watercourse so
that the flood -carrying capacity is maintained.
E. Prevent encroachments into floodways and non -encroachment areas unless the certification and
flood hazard reduction provisions of Section 23 are met.
F. Obtain actual elevation (in relation to mean sea level) of the reference level (including basement)
and all attendant utilities of all new and substantially improved structures, in accordance with the
provisions of Section 15(C).
G. Obtain actual elevation (in relation to mean sea level) to which all new and substantially improved
structures and utilities have been floodproofed, in accordance with the provisions of Section
15(C).
H. Obtain actual elevation (in relation to mean sea level) of all public utilities in accordance with the
provisions of Section 15(C).
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I. When floodproofing is utilized for a particular structure, obtain certifications from a registered
professional engineer or architect in accordance with the provisions of Section 15(C) and Section
20(B).
J. Where interpretation is needed as to the exact location of boundaries of the Special Flood Hazard
Areas, floodways, or non -encroachment areas (for example, where there appears to be a conflict
between a mapped boundary and actual field conditions), make the necessary interpretation.
The person contesting the location of the boundary shall be given a reasonable opportunity to
appeal the interpretation as provided in this Ordinance.
K. When Base Flood Elevation (BFE) data has not been provided in accordance with the provisions
of Section 7, obtain, review, and reasonably utilize any BFE data, along with floodway data or
non -encroachment area data available from a Federal, State, or other source, including data
developed pursuant to Section 21(13)(2), in order to administer the provisions of this Ordinance.
L. When Base Flood Elevation (BFE) data is provided but no floodway or non -encroachment area
data has been provided in accordance with the provisions of Section 7, obtain, review, and rea-
sonably utilize any floodway data or non -encroachment area data available from a Federal, State,
or other source in order to administer the provisions of this Ordinance.
M. When the lowest floor and the lowest adjacent grade of a structure or the lowest ground elevation
of a parcel in a Special Flood Hazard Area is above the Base Flood Elevation (BFE), advise the
property owner of the option to apply for a Letter of Map Amendment (LOMA) from FEMA.
Maintain a copy of the LOMA issued by FEMA in the floodplain development permit file.
N. Permanently maintain all records that pertain to the administration of this Ordinance and make
these records available for public inspection, recognizing that such information may be subject to
the Privacy Act of 1974, as amended.
O. Make on -site inspections of work in progress. As the work pursuant to a floodplain development
permit progresses, the Floodplain Administrator shall make as many inspections of the work as
may be necessary to ensure that the work is being done according to the provisions of the local
ordinance and the terms of the permit. In exercising this power, the Floodplain Administrator has
a right, upon presentation of proper credentials, to enter on any premises within the jurisdiction of
the community at any reasonable hour for the purposes of inspection or other enforcement action.
P. Issue stop -work orders as required. Whenever a building or part thereof is being constructed,
reconstructed, altered, or repaired in violation of this Ordinance, the Floodplain Administrator may
order the work to be immediately stopped. The stop -work order shall be in writing and directed to
the person doing or in charge of the work. The stop -work order shall state the specific work to be
stopped, the specific reason(s) for the stoppage, and the condition(s) under which the work may
be resumed. Violation of a stop -work order constitutes a misdemeanor.
Q. Revoke floodplain development permits as required. The Floodplain Administrator may revoke
and require the return of the floodplain development permit by notifying the permit holder in writ-
ing stating the reason(s) for the revocation. Permits shall be revoked for any substantial departure
from the approved application, plans, and specifications; for refusal or failure to comply with the
requirements of State or local laws; or for false statements or misrepresentations made in secur-
ing the permit. Any floodplain development permit mistakenly issued in violation of an applicable
State or local law may also be revoked.
R. Make periodic inspections throughout the Special Flood Hazard Areas within the jurisdiction of
the community. The Floodplain Administrator and each member of his or her inspections depart-
ment shall have a right, upon presentation of proper credentials, to enter on any premises within
the territorial jurisdiction of the department at any reasonable hour for the purposes of inspection
or other enforcement action.
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S. Follow through with corrective procedures of Section 17.
T. Review, provide input, and make recommendations for variance requests.
U. Maintain a current map repository to include, but not limited to, the FIS Report, FIRM and other
official flood maps and studies adopted in accordance with the provisions of Section 7 of this
Ordinance, including any revisions thereto including Letters of Map Change, issued by FEMA.
Notify State and FEMA of mapping needs.
V. Coordinate revisions to FIS reports and FIRMs, including Letters of Map Revision Based on Fill
(LOMR-Fs) and Letters of Map Revision (LOMRs).
Section 17. Corrective Procedures
A. Violations to be Corrected: When the Floodplain Administrator finds violations of applicable State
and local laws, it shall be his or her duty to notify the owner or occupant of the building of the
violation. The owner or occupant shall immediately remedy each of the violations of law cited in
such notification.
B. Actions in Event of Failure to Take Corrective Action: If the owner of a building or property shall
fail to take prompt corrective action, the Floodplain Administrator shall give the owner written
notice, by certified or registered mail to the owner's last known address or by personal service,
stating:
1. That the building or property is in violation of the Floodplain Management Regulations;
2. That a hearing will be held before the Floodplain Administrator at a designated place and
time, not later than ten (10) days after the date of the notice, at which time the owner shall be
entitled to be heard in person or by counsel and to present arguments and evidence pertain-
ing to the matter; and
3. That following the hearing, the Floodplain Administrator may issue an order to alter, vacate,
or demolish the building; or to remove fill as applicable.
C. Order to Take Corrective Action: If, upon a hearing held pursuant to the notice prescribed above,
the Floodplain Administrator shall find that the building or development is in violation of the Flood
Damage Prevention Ordinance, he or she shall issue an order in writing to the owner, requiring
the owner to remedy the violation within a specified time period, not less than sixty (60) calendar
days, nor more than one hundred twenty (120) calendar days. Where the Floodplain Administra-
tor finds that there is imminent danger to life or other property, he or she may order that corrective
action be taken in such lesser period as may be feasible.
D. Appeal: Any owner who has received an order to take corrective action may appeal the order to
the local elected governing body by giving notice of appeal in writing to the Floodplain Adminis-
trator and the clerk within ten (10) days following issuance of the final order. In the absence of an
appeal, the order of the Floodplain Administrator shall be final. The local governing body shall
hear an appeal within a reasonable time and may affirm, modify and affirm, or revoke the order.
E. Failure to Comply with Order: If the owner of a building or property fails to comply with an order
to take corrective action for which no appeal has been made or fails to comply with an order of
the governing body following an appeal, the owner shall be guilty of a misdemeanor and shall be
punished at the discretion of the court.
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Section 18. Variance Procedures
A. The Board of Adjustment as established by Pitt County, hereinafter referred to as the Appeal
Board, shall hear and decide requests for variances from the requirements of this Ordinance.
B. Any person aggrieved by the decision of the Appeal Board may appeal such decision to the
Court, as provided in Chapter 7A of the North Carolina General Statutes.
C. Variances may be issued for
1. The repair or rehabilitation of historic structures upon the determination that the proposed
repair or rehabilitation will not preclude the structure's continued designation as a historic
structure and that the variance is the minimum necessary to preserve the historic character
and design of the structure;
2. Functionally dependent facilities if determined to meet the definition as stated in Section 5 of
this Ordinance, provided provisions of Section 18(I)((2), (3) and (5) have been satisfied, and
such facilities are protected by methods that minimize flood damages during the base flood
and create no additional threats to public safety; or
3. Any other type of development, provided it meets the requirements of this Section.
D. In passing upon variances, the Appeal Board shall consider all technical evaluations, all relevant
factors, all standards specified in other Sections of this Ordinance, and:
1. The danger that materials may be swept onto other lands to the injury of others;
2. The danger to life and property due to flooding or erosion damage;
3. The susceptibility of the proposed facility and its contents to flood damage and the effect of
such damage on the individual owner;
4. The importance of the services provided by the proposed facility to the community;
5. The necessity to the facility of a waterfront location as defined under Section 5 of this Ordi-
nance as a functionally dependent facility, where applicable;
6. The availability of alternative locations, not subject to flooding or erosion damage, for the pro-
posed use;
7. The compatibility of the proposed use with existing and anticipated development;
8. The relationship of the proposed use to the Comprehensive Plan and Floodplain Manage-
ment Program for that area;
9. The safety of access to the property in times of flood for ordinary and emergency vehicles;
10. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood-
waters and the effects of wave action, if applicable, expected at the site; and
11. The costs of providing governmental services during and after flood conditions including
maintenance and repair of public utilities and facilities such as sewer, gas, electrical and
water systems, and streets and bridges.
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E. A written report addressing each of the above factors shall be submitted with the application for a
variance.
F. Upon consideration of the factors listed above and the purposes of this Ordinance, the Appeal
Board may attach such conditions to the granting of variances as it deems necessary to further
the purposes and objectives of this Ordinance.
G. Any applicant to whom a variance is granted shall be given written notice specifying the differ-
ence between the Base Flood Elevation (BFE) and the elevation to which the structure is to be
built and that such construction below the BFE increases risks to life and property, and that the
issuance of a variance to construct a structure below the BFE will result in increased premium
rates for flood insurance up to $25 per $100 of insurance coverage. Such notification shall be
maintained with a record of all variance actions, including justification for their issuance.
H. The Floodplain Administrator shall maintain the records of all appeal actions and report any vari-
ances to the Federal Emergency Management Agency and the State of North Carolina upon
request.
1. Conditions for Variances
1. Variances shall not be issued when the variance will make the structure in violation of other
Federal, State, or local laws, regulations, or ordinances.
2. Variances shall not be issued within any designated floodway or non -encroachment area if
the variance would result in any increase in flood levels during the base flood discharge.
3. Variances shall only be issued upon a determination that the variance is the minimum neces-
sary, considering the flood hazard, to afford relief.
4. Variances shall only be issued prior to development permit approval.
5. Variances shall only be issued upon:
a. A showing of good and sufficient cause;
b. A determination that failure to grant the variance would result in exceptional hardship;
and
c. A determination that the granting of a variance will not result in increased flood heights,
additional threats to public safety, or extraordinary public expense, create nuisance,
cause fraud on or victimization of the public, or conflict with existing local laws or ordi-
nances.
A variance may be issued for solid waste disposal facilities or sites, hazardous waste manage-
ment facilities, salvage yards, and chemical storage facilities that are located in Special Flood
Hazard Areas provided that all of the following conditions are met.
1. The use serves a critical need in the community.
2. No feasible location exists for the use outside the Special Flood Hazard Area.
3. The reference level of any structure is elevated or floodproofed to at least the Regulatory
Flood Protection Elevation.
4. The use complies with all other applicable Federal, State and local laws.
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5. Pitt County has notified the Secretary of the North Carolina Department of Crime Control and
Public Safety of its intention to grant a variance at least thirty (30) calendar days prior to
granting the variance.
Section 19. Provisions for Flood Hazard Reduction — General Standards
In all Special Flood Hazard Areas the following provisions are required:
A. All new construction and substantial improvements shall be designed (or modified) and ade-
quately anchored to prevent flotation, collapse, and lateral movement of the structure.
B. All new construction and substantial improvements shall be constructed with materials and utility
equipment resistant to flood damage.
C. All new construction and substantial improvements shall be constructed by methods and prac-
tices that minimize flood damages.
D. Electrical, heating, ventilation, plumbing, air conditioning equipment, and other service facilities
shall be designed and/or located so as to prevent water from entering or accumulating within the
components during conditions of flooding to the Regulatory Flood Protection Elevation. These
include, but are not limited to, HVAC equipment, water softener units, bath/kitchen fixtures, duct-
work, electric/gas meter panels/boxes, utility/cable boxes, hot water heaters, and electric out-
lets/switches.
E. All new and replacement water supply systems shall be designed to minimize or eliminate infiltra-
tion of floodwaters into the system.
F. New and replacement sanitary sewage systems shall be designed to minimize or eliminate
infiltration of floodwaters into the systems and discharges from the systems into flood waters.
G. On -site waste disposal systems shall be located and constructed to avoid impairment to them or
contamination from them during flooding.
H. Any alteration, repair, reconstruction, or improvements to a structure, which is in compliance with
the provisions of this Ordinance, shall meet the requirements of "new construction" as contained
in this Ordinance.
I. Nothing in this Ordinance shall prevent the repair, reconstruction, or replacement of a building or
structure existing on the effective date of this Ordinance and located totally or partially within the
floodway, non -encroachment area, or stream setback, provided there is no additional encroach-
ment below the Regulatory Flood Protection Elevation in the floodway, non -encroachment area,
or stream setback, and provided that such repair, reconstruction, or replacement meets all of the
other requirements of this Ordinance.
J. New solid waste disposal facilities and sites, hazardous waste management facilities, salvage
yards, and chemical storage facilities shall not be permitted, except by variance as specified in
Section 18(J). A structure or tank for chemical or fuel storage incidental to an allowed use or to
the operation of a water treatment plant or wastewater treatment facility may be located in a
Special Flood Hazard Area only if the structure or tank is either elevated or floodproofed to at
least the Regulatory Flood Protection Elevation and certified in accordance with the provisions of
Section 15(C).
K. All subdivision proposals and other development proposals shall be consistent with the need to
minimize flood damage.
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L. All subdivision proposals and other development proposals shall have public utilities and facilities
such as sewer, gas, electrical, and water systems located and constructed to minimize flood
damage.
M. All subdivision proposals and other development proposals shall have adequate drainage pro-
vided to reduce exposure to flood hazards.
N. All subdivision proposals and other development proposals shall have received all necessary per-
mits from those governmental agencies for which approval is required by Federal or State law,
including Section 404 of the Federal Water Pollution Control Act Amendments of 1972, 33 U.S.C.
1334.
O. When a structure is partially located in a Special Flood Hazard Area, the entire structure shall
meet the requirements for new construction and substantial improvements.
P. When a structure is located in multiple flood hazard zones or in a flood hazard risk zone with
multiple base flood elevations, the provisions for the more restrictive flood hazard risk zone and
the highest Base Flood Elevation (BFE) shall apply.
Section 20. Provisions for Flood Hazard Reduction — Specific Standards
In all Special Flood Hazard Areas where Base Flood Elevation (BFE) data has been provided, as set forth
in Section 7 or Section 21, the following provisions, in addition to the provisions of Section 19, are
required:
A. Residential Construction. New construction and substantial improvement of any residential struc-
ture (including manufactured homes) shall have the reference level, including basement, elevated
no lower than the Regulatory Flood Protection Elevation, as defined in Section 5 of this Ordi-
nance.
B. Non -Residential Construction. New construction and substantial improvement of any commercial,
industrial, or other non-residential structure shall have the reference level, including basement,
elevated no lower than the Regulatory Flood Protection Elevation, as defined in Section 5 of this
Ordinance. Structures located in A, AE, AO, and Al-30 Zones may be floodproofed to the Regu-
latory Flood Protection Elevation in lieu of elevation provided that all areas of the structure,
together with attendant utility and sanitary facilities, below the Regulatory Flood Protection Eleva-
tion are watertight with walls substantially impermeable to the passage of water, using structural
components having the capability of resisting hydrostatic and hydrodynamic loads and the effect
of buoyancy. A registered professional engineer or architect shall certify that the floodproofing
standards of this subsection are satisfied. Such certification shall be provided to the Floodplain
Administrator as set forth in Section 15(C), along with the operational plan and the inspection and
maintenance plan.
C. Manufactured Homes.
New and replacement manufactured homes shall be elevated so that the reference level of
the manufactured home is no lower than the Regulatory Flood Protection Elevation, as
defined in Section 5 of this Ordinance.
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2. Manufactured homes shall be securely anchored to an adequately anchored foundation to
resist flotation, collapse, and lateral movement, either by certified engineered foundation
system, or in accordance with the most current edition of the State of North Carolina Regula-
tions for Manufactured Homes adopted by the Commissioner of Insurance pursuant to NCGS
143-143.15. Additionally, when the elevation would be met by an elevation of the chassis
thirty-six (36) inches or less above the grade at the site, the chassis shall be supported by
reinforced piers or engineered foundation. When the elevation of the chassis is above thirty-
six (36) inches in height, an engineering certification is required.
3. All enclosures or skirting below the lowest floor shall meet the requirements of Section 20(D).
4. An evacuation plan must be developed for evacuation of all residents of all new, substantially
improved or substantially damaged manufactured home parks or subdivisions located within
flood prone areas. This plan shall be filed with and approved by the Floodplain Administrator
and the local Emergency Management Coordinator.
D. Elevated Buildings. Fully enclosed area, of new construction and substantially improved struc-
tures, which is below the lowest floor:
Shall not be designed or used for human habitation, but shall only be used for parking of
vehicles, building access, or limited storage of maintenance equipment used in connection
with the premises. Access to the enclosed area shall be the minimum necessary to allow for
parking of vehicles (garage door) or limited storage of maintenance equipment (standard
exterior door), or entry to the living area (stairway or elevator). The interior portion of such
enclosed area shall not be finished or partitioned into separate rooms, except to enclose
storage areas;
2. Shall be constructed entirely of flood resistant materials at least to the Regulatory Flood
Protection Elevation; and
3. Shall include, in Zones A, AO, AE, and Al-30, flood openings to automatically equalize
hydrostatic flood forces on walls by allowing for the entry and exit of floodwaters. To meet this
requirement, the openings must either be certified by a professional engineer or architect or
meet or exceed the following minimum design criteria:
a. A minimum of two flood openings on different sides of each enclosed area subject to
flooding;
The total net area of all flood openings must be at least one (1) square inch for each
square foot of enclosed area subject to flooding;
c. If a building has more than one enclosed area, each enclosed area must have flood
openings to allow floodwaters to automatically enter and exit;
d. The bottom of all required flood openings shall be no higher than one (1) foot above the
adjacent grade;
e. Flood openings may be equipped with screens, louvers, or other coverings or devices,
provided they permit the automatic flow of floodwaters in both directions; and
f. Enclosures made of flexible skirting are not considered enclosures for regulatory pur-
poses, and, therefore, do not require flood openings. Masonry or wood underpinning,
regardless of structural status, is considered an enclosure and requires flood openings as
outlined above.
E. Additions/Improvements
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Additions and/or improvements to pre -FIRM structures when the addition and/or improve-
ments in combination with any interior modifications to the existing structure are:
a. Not a substantial improvement, the addition and/or improvements must be designed to
minimize flood damages and must not be any more non -conforming than the existing
structure.
b. A substantial improvement, both the existing structure and the addition and/or improve-
ments must comply with the standards for new construction.
2. Additions to post -FIRM structures with no modifications to the existing structure other than a
standard door in the common wall shall require only the addition to comply with the standards
for new construction.
Additions and/or improvements to post -FIRM structures when the addition and/or improve-
ments in combination with any interior modifications to the existing structure are:
a. Not a substantial improvement, the addition and/or improvements only must comply with
the standards for new construction.
b. A substantial improvement, both the existing structure and the addition and/or improve-
ments must comply with the standards for new construction.
F. Recreational Vehicles. Recreational vehicles shall either:
1. Be on site for fewer than 180 consecutive days and be fully licensed and ready for highway
use (a recreational vehicle is ready for highway use if it is on its wheels or jacking system, is
attached to the site only by quick disconnect type utilities, and has no permanently attached
additions); or
2. Meet all the requirements for new construction.
G. Temporary Non -Residential Structures. Prior to the issuance of a floodplain development permit
for a temporary structure, the applicant must submit to the Floodplain Administrator a plan for the
removal of such structure(s) in the event of a hurricane, flash flood or other type of flood warning
notification. The following information shall be submitted in writing to the Floodplain Administrator
for review and written approval:
1. A specified time period for which the temporary use will be permitted. Time specified may not
exceed three (3) months, renewable up to one (1) year;
2. The name, address, and phone number of the individual responsible for the removal of the
temporary structure;
3. The time frame prior to the event at which a structure will be removed (i.e., minimum of 72
hours before landfall of a hurricane or immediately upon flood warning notification);
4. A copy of the contract or other suitable instrument with the entity responsible for physical
removal of the structure; and
5. Designation, accompanied by documentation, of a location outside the Special Flood Hazard
Area, to which the temporary structure will be moved.
H. Accessory Structures. When accessory structures (sheds, detached garages, etc.) are to be
placed within a Special Flood Hazard Area, the following criteria shall be met:
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1. Accessory structures shall not be used for human habitation (including working, sleeping, liv-
ing, cooking or restroom areas);
2. Accessory structures shall not be temperature -controlled;
3. Accessory structures shall be designed to have low flood damage potential;
4. Accessory structures shall be constructed and placed on the building site so as to offer the
minimum resistance to the flow of floodwaters;
5. Accessory structures shall be firmly anchored in accordance with the provisions of Section
19-A;
6. All service facilities such as electrical shall be installed in accordance with the provisions of
Section 19(D); and
7. Flood openings to facilitate automatic equalization of hydrostatic flood forces shall be pro-
vided below Regulatory Flood Protection Elevation in conformance with the provisions of
Section 20(D)(3).
An accessory structure with a footprint less than 150 square feet that satisfies the criteria outlined
above does not require an elevation or floodproofing certificate. Elevation or floodproofing certifica-
tions are required for all other accessory structures in accordance with Section 7.
Section 21. Standards for Floodplains Without Established Base Flood Elevations
Within the Special Flood Hazard Areas designated as Approximate Zone A and established in Section 7,
where no Base Flood Elevation (BFE) data has been provided by FEMA, the following provisions, in addi-
tion to the provisions of Section 19, shall apply:
A. No encroachments, including fill, new construction, substantial improvements or new develop-
ment shall be permitted within a distance of twenty (20) feet each side from top of bank or five
times the width of the stream, whichever is greater, unless certification with supporting technical
data by a registered professional engineer is provided demonstrating that such encroachments
shall not result in any increase in flood levels during the occurrence of the base flood discharge.
B. The BFE used in determining the Regulatory Flood Protection Elevation shall be determined
based on the following criteria:
1. When Base Flood Elevation (BFE) data is available from other sources, all new construction
and substantial improvements within such areas shall also comply with all applicable provi-
sions of this Ordinance and shall be elevated or floodproofed in accordance with standards in
Section 19 and Section 20.
2. When floodway or non -encroachment data is available from a Federal, State, or other source,
all new construction and substantial improvements within floodway and non -encroachment
areas shall also comply with the requirements of Section 20 and Section 23.
3. All subdivision, manufactured home park and other development proposals shall provide
Base Flood Elevation (BFE) data if development is greater than five (5) acres or has more
than fifty (50) lots/manufactured home sites. Such Base Flood Elevation (BFE) data shall be
adopted by reference in accordance with Section 7 and utilized in implementing this Ordi-
nance.
4. When Base Flood Elevation (BFE) data is not available from a Federal, State, or other source
as outlined above, the reference level shall be elevated or floodproofed (nonresidential) to or
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above the Regulatory Flood Protection Elevation, as defined in Section 5. All other applicable
provisions of Section 20 shall also apply.
Section 22. Standards for Riverine Floodplains With Base Flood Elevations but Without Estab-
lished Floodways or Non -Encroachment Areas
Along rivers and streams where Base Flood Elevation (BFE) data is provided by FEMA or is available
from another source but neither floodway nor non -encroachment areas are identified for a Special Flood
Hazard Area on the FIRM or in the FIS report, the following requirements shall apply to all development
within such areas:
A. Standards of Section19 and Section 20; and
B. Until a regulatory floodway or non -encroachment area is designated, no encroachments, includ-
ing fill, new construction, substantial improvements, or other development, shall be permitted
unless certification with supporting technical data by a registered professional engineer is pro-
vided demonstrating that the cumulative effect of the proposed development, when combined
with all other existing and anticipated development, will not increase the water surface elevation
of the base flood more than one (1) foot at any point within the community.
Section 23. Floodways and Non -Encroachment Areas
Areas designated as floodways or non -encroachment areas are located within the Special Flood Hazard
Areas established in Section 7. The floodways and non -encroachment areas are extremely hazardous
areas due to the velocity of floodwaters that have erosion potential and carry debris and potential projec-
tiles. The following provisions, in addition to standards outlined in Section 19 and Section 20, shall apply
to all development within such areas:
A. No encroachments, including fill, new construction, substantial improvements and other develop-
ments shall be permitted unless:
1. It is demonstrated that the proposed encroachment would not result in any increase in the
flood levels during the occurrence of the base flood, based on hydrologic and hydraulic
analyses performed in accordance with standard engineering practice and presented to the
Floodplain Administrator prior to issuance of floodplain development permit, or
2. A Conditional Letter of Map Revision (CLOMR) has been approved by FEMA. A Letter of
Map Revision (LOMR) must also be obtained upon completion of the proposed encroach-
ment.
B. If Section 23(A) is satisfied, all development shall comply with all applicable flood hazard
reduction provisions of this Ordinance.
C. No manufactured homes shall be permitted, except replacement manufactured homes in an exist-
ing manufactured home park or subdivision, provided the following provisions are met:
1. The anchoring and the elevation standards of Section 20(C); and
2. The no encroachment standard of Section 23(A).
Section 24. Legal Status Provisions
A. Effect on rights and liabilities under the existing Flood Damage Prevention Ordinance
This Ordinance in part comes forward by re-enactment of some of the provisions of the Flood
Damage Prevention Ordinance enacted August 18, 1980 as amended, and it is not the intention
to repeal but rather to re-enact and continue to enforce without interruption of such existing provi-
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sions, so that all rights and liabilities that have accrued thereunder are reserved and may be
enforced. The enactment of this Ordinance shall not affect any action, suit or proceeding insti-
tuted or pending. All provisions of the Flood Damage Prevention Ordinance of Pitt County
enacted on August 18, 1980, as amended, which are not reenacted herein are repealed.
B. Effect upon outstanding Floodplain Development Permits
Nothing herein contained shall require any change in the plans, construction, size, or designated
use of any development or any part thereof for which a floodplain development permit has been
granted by the Floodplain Administrator or his or her authorized agents before the time of pas-
sage of this Ordinance; provided, however, that when construction is not begun under such out-
standing permit within a period of six (6) months subsequent to the date of issuance of the out-
standing permit, construction or use shall be in conformity with the provisions of this Ordinance.
C. Severability
If any section, clause, sentence, or phrase of the Ordinance is held to be invalid or unconstitu-
tional by any court of competent jurisdiction, then said holding shall in no way effect the validity of
the remaining portions of this Ordinance.
D. Effective Date
This ordinance shall become effective July 7, 2014.
E. Adoption Certification
I hereby certify that this is a true and correct copy of the Flood Damage Prevention Ordinance as adopted
by the Board of County Commissioners of Pitt County, North Carolina, on the 24th day of March, 2014.
WITNESS my hand and the official seal of Pitt County, this the 24th day of March, 2014.
(signature)
March 24, 2014
1. Added to Section 1. Statutory Authorization:
Municipal: The Legislature of the State of North Carolina has in Part 6, Article 21 of Chapter 143;
Parts 3, 5, and 8 of Article 19 of Chapter 160A; and Article 8 of Chapter 160A of the North Carolina
General Statutes, delegated to local governmental units the responsibility to adopt regulations
designed to promote the public health, safety, and general welfare.
2. Amended Section 7. Basis for Establishing the Special Flood Hazard Areas to reflect the date of
updated Flood Insurance Study (FIS) and accompanying Flood Insurance Rate Maps (FIRM) to July 7,
2014.
3. Amended Section 24. Legal Status Provisions (D) Effective Date to July 7, 2014.
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North Carolina Sediment Control Law
Noah Carolina
Sedimentation Control Law
The purpose of this section is to highlight the portions of the North Carolina
Sedimentation Pollution Control Act of 1973 that may affect individuals
involved in construction or other land -disturbing activities. The full text of
the law is included in Appendix 8.08. Address specific questions regarding the
interpretation of this law to your regional office of the Land Quality Section of
the Department of Environment and Natural Resources (DENR).
This law is performance oriented: it prohibits visible off -site sedimentation
from construction sites but permits the owner and developer to determine the
most economical, effective methods for erosion and sedimentation control.
This flexibility in the law allows for innovation and considers the uniqueness
of each construction site; however, it also requires the developer to plan his
activities carefully in light of their erosion potential. To control erosion and
sedimentation and satisfy the intent of the law, the developer should employ
an integrated system of control measures and management techniques. An
effective control system is based on an understanding of the processes of
erosion and sedimentation and the basic principles for their control. Chapter
2 discusses these processes and principles.
Who is affected? The law governs all land-distrubing activities except agriculture and mining,
which is regulated by the Mining Act of 1971. Erosion and sedimentation
control are required regardless of the size of the disturbance. The law requires
land developers to plan and implement effective temporary and permanent
control measures to prevent accelerated erosion and off -site sedimentation.
Further, if the installed protective measures do not work, additional measures
must be taken.
What does the IaW The law requires installation and maintenance of sufficient erosion control
require? practices to retain sediment within the boundaries of the site. It also requires
that surfaces be non -erosive and stable within 15 working days or 90 calendar
days after completion of the activity, whichever period is shorter. In certain
High Quality watersheds this stabilization must be achieved within 15
working days or 60 calendar days after completion of the activity, whichever
is shortest.
Rev. 6/06 1.1

0
An erosion and sedimentation control plan must be submitted at least 30 days
before land disturbance begins on any site 1 acre or larger. The erosion and
sedimentation control plan must be approved by the regulatory agency before
any land -disturbing activities are begun. The erosion control plan requires
a thorough evaluation of the site and the proposed land -disturbing activities
in the planning phase of the development. The details and requirements for
this plan are found in Chapter 4, Preparing the Erosion and Sedimentation
Control Plan. Primary requirements are as follows:
• A sufficient buffer zone must be retained or established along any natural
watercourse or lake to contain all visible sediment to the first 25% of the
buffer strip nearest the disturbed area. An undisturbed 25 foot buffer
must be maintained along trout waters.
• The angle of cut -and -fill slopes must be no greater than that sufficient
for proper stabilization. Graded slopes must be vegetated or otherwise
stabilized within 21 calendar days of completion of a phase of grading.
• Off -site sedimentation must be prevented, and a ground cover sufficient to
prevent erosion must be provided within 15 working days or 90 calendar
days, whichever is shorter.
What are the Erosion and sedimentation control measures must be designed to provide
protection from a rainfall event equivalent in magnitude to the 10-year peak
performance
runoff. In areas where High Quality Waters (HQW's) are a concern, the design
standards? requirement is the 25 year storm.
Runoff velocities must be controlled so that the peak runoff from the 10-year
frequency storm occurring during or after construction will not damage the
receiving stream channel at the discharge point. The velocity must not exceed
the greater of:
• the maximum non -erosive velocity of the existing channel, based on soil
texture (Table 8.05d, Appendix 8.05), or
• peak velocity in the channel prior to disturbance.
If neither condition can be met, then protective measures must be applied to
the receiving channel.
Who is responsible During construction, the person financially responsible for site development is
for maintenance? responsible for maintenance of the erosion and sedimentation control practices
installed. The landowner may also be held responsible.
After construction is complete and the surface is permanently stabilized,
responsibility passes to the landowner or the person managing the land.
Who enforces the The Sedimentation Pollution Control Act provides authority to the State or
authorized local agencies to inspect land -disturbing activities and to prosecute
law? violators. Citizens damaged by violations of the Act may also take action
through the courts.
1.2 Rev. 6/07

North Carolina Sediment Control Law
What are the Civil penalties assessed by the state or authorized localities carry a maximum
fine of $5000/day per violation for each day that the site in violation.
penalties?
Criminal penalties for knowing or willful violations may be imposed to a
maximum of 90 days in jail and a $5,000 fine.
Administrative stop -work orders or injunction issued by the courts.
Who is the The law created the Sedimentation Control Commission to develop and
Quern i n � administer North Carolina's sedimentation and erosion control program.
g g This program is implemented by the DENR, Land Quality Section under
responsible agency? the Commission's direction. Authorized local governments or agencies may
adopt their own ordinances; however, local programs must be approved by the
Commission and must meet or exceed the minimum standards set by the state.
If their programs are approved, local governments administer and enforce
them. Because these programs vary widely in content and scope, consult the
administering agency to avoid violations of local ordinances.
What other activities The state assists and encourages local governments and other state agencies to
does the state's develop their own erosion and sedimentation control programs. The DENR
reviews local programs as needed to assure uniform enforcement of the Act.
program include?
The state develops educational and instructional materials to demonstrate
methods and practices for erosion and sedimentation control.
The state has developed a set of rules pertinent to sedimentation and erosion
control. These rules were adopted as Title 15A, Chapter 4 of the North
Carolina Administrative Code. The complete text of these rules is provided in
Appendix 8.08 and 8.09.
Rev. 6/06 1.3

Appendix E: Existing Site Photos
GUC Bank Parcel Development Plan Appendices

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 1: Confluence of Feature 1 and 2 looking South, downstream
Image 2: Confluence of Feature 1 and 2 looking North, upstream
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IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
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Image 7: Riparian Zone along Feature 5 & 6A looking Southeast (Feature 7A in background)
Image 8: Riparian Zone along Feature 6A & 6B looking Southeast (Feature 7A in background)

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 9: Riparian Zone along Feature 6A & 6B looking Southeast (Feature 7A in background)
Image 10: Riparian Zone at transition of Feature 6B and 7A

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 11: Riparian Zone at transition of Feature 6B and 7A, existing small farm building, concrete pad, &
utility poll (all to -be removed)
Image 12: Ground View of Feature 613: small farm building, utility poll, and old pipe (all to -be
removed)

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 13: Riparian Zone at transition of Feature 6B and 7A
Image 14: Riparian Zone along Feature 7A

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 15: Riparian Zone at transition between Feature 7A & 7B, and the confluence with Feature 8
Image 16: Riparian Zone at transition between Feature 7A & 7B, and the confluence with Feature 8

IRS' GUC Nutrient & Buffer Bank Parcel — Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 17: Feature 7A & 7B Riparian Zone, typical
Image 18: Feature 7A mid -feature, typical

RS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 19: Feature 6B (See Image 11 and 12 for reference)
Image 20: Feature 6B
10

IRS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 21: Riparian Zone of Feature 8, looking south from Sunny Side Rd. downstream
Image 22: Riparian Zone of Feature 8, looking south from Sunny Side Rd. downstream

RS' GUC Nutrient & Buffer Bank Parcel — Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 22: Riparian Zone of Feature 8, mid -reach
Image 23: Riparian Zone of Feature 8, lower -reach
12

RS' GUC Nutrient & Buffer Bank Parcel —Tar Pam 03 Pitt County Photo Date: 03/12/2019
Image 24: Riparian Zone of Feature 8, lower -reach typical stream banks
Image 25: Feature 8 confluence with Feature 76, pipe and crossing to -be removed
13