20180372 Ver 2_Riparian Buffer Authorization_20191106

TV
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
TO: Ms. Sue Homer. uod
Division of Water Resources
Winston Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
WE ARE SENDING: ® Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change Order
TRANSMITTAL
Transmittal Sent Via:
❑ Regular Mail ❑ FedEx ® UPS
❑ Certified Mail ❑ Courier ❑ Pick-up
DATE: October 25, 2019 TWC No.: 2488-GX
RE: Modification to Existing Project DWR#18-0372
Kingsboro Industrial Park Utilities Extension
Edgecombe County, NC
❑ Under separate cover via _
❑ Plans ❑ Samples
❑ Other
the following items:
❑ Specifications
COPIES
DATE
DESCRIPTION
Modification to Existing Project DWR#18-0372 Project Application Package
Riparian Buffer Authorization Form (BA 10-2013)
USGS Topographic Map
3
10/25/2019
NRCS Soil Survey Maps
Documentation of Jurisdictional Wetland/Stream Determination
11" x 17" Plan Drawings
9
VE
Previous Permits and Certifications
2
10/25/2019
Full size (24" x 36") Plan Drawings '1/0V
THESE ARE TRANSMITTED as checked below:
® For Approval
® For Your Use
❑ As Requested
❑ For Review and Comment
❑ For Bids Due [ j
❑ Reviewed ❑ Revise and Resubmit
�Ik
" <U19
I brf"Ok9 eu�s
❑ Rejected ❑ Submit Copies for Distribution
❑ Corrected ❑ Return Corrected Print
❑ Other:
❑ Prints Returned after Loan to Us
REMARKS: Please find enclosed the permit modification on behalf of Edqecombe County WSD
1. The revised utility project includes the addition of 2,555 LF of water main
extension of a new 16-inch main off of US HWY 64 Alternative along Midlakes Lane.
Modifications within the permit are outlined in red. If you should have any
questions or need additional information, please do not hesitate to call us at (252)
757.1096.
SIGNED:B
For: William A. Larsen, P.E.
Enclosures
via: UPS
cc: Eric Evans, Edgecombe County Manager
If enclosures are not as noted, kindly notify us at once.

Modification to the
Pre- Construction Notification (PCN) Permit
DWR#18-0372
New Utilities Extension and Sewer Pump Station
Edgecombe County, North Carolina
October 2019
Prepared By:
T T
__I = W0OTEN V \1,f,
301 West 14th Street, Greenville, NC 27834
Firm License: F-0115
TWC Project No. 2488-GX

RIPARIAN BUFFER AUTHORIZATION FORM

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a. Name of project:
Kingsboro Industrial Park Utility Extension (NOTE: This form is a modification
of an existing project DWR#18-0372.)
1 b. County:
Edgecombe
1c. Nearest municipality:
Tarboro, NC
1 d. Subdivision name:
N/A
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
Edgecombe Water & Sewer District No. 1 (Attn: Leonard Wiggins Chairman of
WSD 1)
2b. Deed Book and Page No.
N/A
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
N/A
2d. Responsible Party
for Corporations):
N/A
2e. Street address:
201 St. Andrew Street
2f. City, state, zip:
P.O. Box 10, Tarboro, NC 27886
2g. Telephone no.:
[phone]
2h. Fax no.:
[phone]
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
El Agent ❑ Other, specify:
3b. Name:
Same as Owner
3c. Business name
if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name:
William A. Larsen, PE
4b. Business name
if applicable):
The Wooten Company
4c. Street address:
301 West 14th Street
4d. City, state, zip:
Greenville, NC 27834
4e. Telephone no.:
252-757-1096
4f. Fax no.:
252-757-3221
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 6

B. Project Information and Prior Project History
1. Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Parcel IDs: 379996459900
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.933 Longitude:-77.650
1 c.
Property size:
120.82 acres
2. Surface Waters
2a.
Name of nearest body of water to proposed project:
Walnut Creek
2b.
Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c.
River basin:
Tar -Pamlico River Basin
3. Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed modification to the existing project, DWR#18-0372, involves the extension of an
additional 16-inch PVC water line off of US HWY 64 Alternative along Midlakes Lane. The extension
will run parallel to a pond located on the property, resulting in impacts to the Zone 2 buffer. The
existing condition specific to the impact area is a recently closed mobile home park, now returned to a
maintained pasture. As such, it will not require clear cutting of vegetation to be changed into a Utility
Line Corridor.
3b.
Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Walnut Creek & Unnamed Tributaries = 0 feet in the project area for the proposed modification (-7,000
feet in total for the existing project, DWR#18-0372)
3e.
Explain the purpose of the proposed project:
The purpose of the existing project, DWR#18-0372, is to provide the water and sewer utilities in and around
the Park in order to foster and support future industrial development in the area. The proposed water will
provide a redundant water service connection for Triangle Tyre. The proposed modification falls in
line with this purpose.
3f.
Describe the overall project in detail, including the type of equipment to be used:
The proposed modification to the existing project, DWR#18-0372, involves the extension of a 16-inch
PVC water line off of US HWY 64 Alternative along Midlakes Lane, for the purpose of serving future
industrial development in the area. The proposed modification is more specifically defined as follows:
• 2,555 LF of New 16-inch Water line Extension
• 4 Fire Hydrant Assemblies
These values are in addition to the waterlines, force mains, and gravity sewer mains currently within
the existing project.
The water line extension will run parallel in the Zone 2 buffer around an existing pond. Total buffer
impacts due to this modification will include 0 square feet in Zone 1 and 5,862 square feet in Zone 2. It
will not intersect any intermittent or perennial streams.
A track -hoe will be used in the excavation process with other associated equipment needed for utility
installation. To cross NCDOT roads, a process of boring and jacking will be utilized. Silt fencing and
temporary seeding will be utilized to mitigate erosion form the project into the pond.
FORM: BA 10-2013 Page 2 of 6

4. Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by
® Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this
Comments:
property/ project(including all priorphases) in thepast?
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known): Thomas Brown
Other: USACE Wilmington Regulatory Division
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
December 20, 2013 (Appendix C)
5. Project History
5a.
Have permits or certifications been requested or obtained
® Yes ❑ No ❑ Unknown
for this project(including all priorphases) in thepast?
5b.
If yes, explain and detail according to "help file" instructions.
This is a modification to the executed PCN 404 permit for an existing project with the following
Identification numbers: USACE Action Id. SAW-2018-00665 and DWR#18-0372. The original PCN
permit application was submitted on March 12, 2018 and revision to the application submitted on May
4, 2018. The approved 401 Water Quality Certification was used on June 6, 2018 and the USACE
permit was issued on August 1, 2018. Copies of the previously issued 401 Water Quality Certification
and USACE permits are included in Appendix E.
Previously approved wetland, stream and buffer impacts include the following:
• Total Wetland Impacts included 0.30 acres in Freshwater Forested/Shrub Wetland and
Riverine Wetland, as the result of gravity sewer and water line installations.
• Two stream crossings (1 perennial and 1 intermittent) were open cut to install utilities, and
mitigation measures were utilized to minimize impacts. Stream Impacts are temporary and
considered "allowable", and thus do not require mitigation.
• Total Buffer Impacts included 2,857 square feet in Zone 1 and 23,760 square feet in Zone 2.
Some buffer impacts require mitigation while others are considered "allowable". All buffer
impacts are considered permanent as future utility easement were needed to be maintained.
All of the new/proposed utility lines within this modification will be constructed in previously -
disturbed land adjacent and within the NCDOT right-of-way. Impacts will be minimized by using
proper sedimentation and erosion control measures, jack & bore, gravity alignment, construction
sequencing, immediate seeding and mulching, and by limiting the amount of disturbed area to what is
shown on the plans. Trench boxes are also anticipated to reduce disturbed area. To cross NCDOT
roads, a process of boring and jacking will be utilized.
FORM: BA 10-2013 Page 3 of 6

6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
This is a modification to an existing project which is a phased project with the following description.
The new wastewater pump station, to be constructed next to Alt. U.S. Hwy. 64, will be phased into its final
build -out peak capacity of 4.0 MGD and a design average daily flow of 1.6 MGD (i.e. 2,800 GPM, pumps in
parallel at 1,400 GPM each, at 85-ft Head). The first phase will provide a capacity of 500 GPM to an existing
10-inch force main; the second phase will provide a capacity of 1,400 GPM with a triplex pump through a
future 14-inch force main; and the final phase will result in an additional triplex pump station, resulting in 2,800
GPM to a second future 14-inch force main.
A portion of the proposed sanitary sewer project is intended to serve as a temporary transmission system until
the second phase of the sewer system can be designed, constructed and certified. After the construction of
the 14-inch force main, the 10-inch force main extension will serve as an emergency bypass for the existing
QVC Blvd. pump station. At the time of Phase 1 construction, the sewer main will serve Triangle Tyre, a
Chinese tire manufacturing company, and Corning Pharmaceuticals, which together produce about 0.320
MGD and 0.010 MGD, respectively. More industries are expected to move in and develop within the Park.
Therefore, the infrastructure is being sized for future park demands and not only the immediate customers.
All flow is anticipated to be commercial/industrial in nature.
In addition to the utility construction proposed, a future road is under design that will begin at Kingsboro Road,
follow Walnut Creek toward the Northeast, cross the creek and tie in to U.S. HWY 64 Alt at Dunbar Road. 1
This roadway is being permitted separately by another firm and outside of this application.
C. Proposed Impacts Inventory
1. Buffer Impacts
la. Project is in which protected basin?
❑ Neuse ® Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B18 ®P ❑ T
Excavation
Allowable
Pond
❑ Yes ® No
0
5,862
Total buffer impacts
0
5,862
1c. Comments: Buffer impacts only occur in Zone 2 around a man-made pond. The pond is fed by an
intermittent stream, an unnamed tributary to Walnut Creek. The impacts will be open cut to install
utilities, and mitigation measures will be utilized to minimize impacts. All impacts are considered
permanent as the current use is maintained property, and the future utility easement will also need to be
maintained.
FORM: BA 10-2013 Page 4 of 6

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Efforts to avoid or minimize the proposed impacts will be the same as those proposed for the existing
project, DWR#18-0372:
Some of the utility lines will be constructed in previously disturbed land adjacent and within the NCDOT right-
of-way. For others, impacts will be minimized by using proper sedimentation and erosion control measures,
directional drilling, gravity alignment, construction sequencing, and by limiting the amount of disturbed area to
what is shown on the plans. Trench boxes are also anticipated to reduce disturbed area.
In an attempt to further minimize any potential impacts to existing wetlands, creeks, and buffers the project
will include five (5) horizontal directional drills. All other areas of pressure lines will be located in previously
disturbed right-of-way or newly created utility easements created outside of environmentally sensitive areas.
Additional avoidance measures include the realignment of the gravity sewer lines from the western side of the
creek to the east side which has fewer steep embankments and will minimize the depth of cut required to
achieve the desired elevation of gravity main. The permanently maintained easement will be limited to 10 feet
in width when crossing Zone 1 and Zone 2 buffers.
Given the natural topography of the Kingsboro site, the lowest elevation is adjacent to Walnut Creek and its
tributaries. This elevation is important as the goal of this outfall is to provide a gravity sewer solution to serve
the entirety of the industrial park. This approach will minimize the number of required pump stations, force
main and additional gravity outfalls required throughout the park.
By aligning the main as proposed, Zone 2 around the pond will be maintained and preserved for future
development.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Minimizing trench width, minimizing sediment runoff by using sedimentation and erosion control measures,
and immediate seeding and mulching.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
❑ Yes ® No
requires buffer mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet
s uare feet
Zone 1
N/A
N/A
3 (2 for Catawba)
N/A
Zone 2
N/A
N/A
1.5
N/A
Total buffer mitigation required:
N/A
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
Silt fence will be installed along the excavation to prevent erosion into the pond.
2f. Comments: For existing project DWR#18-0372, payment to private mitigation bank not available due to lack
of credits. Payment to Division of Mitigation Services will be utilized.
FORM: BA 10-2013 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ® Other BMP'
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BIV1P
'vlanual and attach a BMP Supplement Form.
*This project does not create more than 1 acre of impervious surface; therefore, it does not need a diffuse
flow plan nor is a Stormwater Management Plan required.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑Yes No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
D Yes Z No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200 ?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Applicant/Agent's Printed Name App icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
Karen Higgins
NCDW R — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins
OR NCDW R — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

APPENDICIES

APPENDIX A
USGS Topographic Map

ELM U.S. DEP40RGEOLDOiCAI HMTSE�E QUADU�LE
W.'" US Topo
71
An
C-d. ww
SCALE 1:24000
— Modification Area
— Overall Project Area
MAMEASE, NC

APPENDIX B
NRCS Soil Survey Maps

Edgecombe County, NC NRCS Soil Map

IV
�s4v�e
ft'
.�
T-
INDEX TO MAP SHEETS
EDGECOMBE COUNTY, NORTH C AROLINA
t 0 1 2

t DGLCO;Ntil. COUNTY, NUFirl'I CAROI.INA — 5HE11 NUMNtI? tJ
TaG
1 \1
Wh
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1 w4k:

Kingsboro Industrial Park NRCS Soil Map

USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Edgecom be
County, North
Carolina
Kingsboro Industrial Park
May 3, 2018

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http:/lwww.nres.usda_govtwps/
portal/nres/main/soils/healthl) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https.!/offices.sc.egov.usda_gov/locatorlapp?agency=nres) or your NRCS State Soil
Scientist (http:llwww.nres.usda.gov/wps/portal/nrcsldetail/soilsicontactusl?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3

Contents
Preface.................................................................................................................... 2
HowSoil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................
11
MapUnit Descriptions........................................................................................
12
Edgecombe County, North Carolina...............................................................
14
AaA Altavista fine sandy loam, 0 to 3 percent slopes...............................14
AyA—Aycock very fine sandy loam, 0 to 2 percent slopes .........................
15
AyB—Aycock very fine sandy loam, 2 to 6 percent slopes .........................
16
BB —Bibb soils.............................................................................................17
BnB—Blanton sand, 0 to 6 percent slopes..................................................19
DpB—Duplin sandy loam, 2 to 5 percent slopes.........................................20
ExA—Exum very fine sandy loam, 0 to 2 percent slopes ............................21
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes ...........................
22
Gr--Grantham very fine sandy loam...........................................................23
GyC—Gritney fine sandy loam, 6 to 10 percent slopes ..................... :........
25
GyD—Gritney fine sandy loam, 10 to 15 percent slopes ............................
26
LyA—Lynchburg fine sandy loam, 0 to 2 percent slopes, Southern
CoastalPlain.........................................................................................27
NoB—Norfolk loamy sand, 2 to 6 percent slopes........................................29
NoC—Norfolk loamy sand, 6 to 10 percent slopes .....................................
30
Pa—Pactolus loamy sand...........................................................................
31
Pt —Pits .......................................................................................................
32
RaA—Rains fine sandy loam, 0 to 2 percent slopes, Southern Coastal
Plain......................................................................................................
33
W—Water....................................................................................................
35
WaB—Wagram loamy sand, 0 to 6 percent slopes.....................................35
WaC—Wagram loamy sand, 6 to 10 percent slopes...................................36
WaD—Wagram loamy sand, 10 to 15 percent slopes.................................37
References............................................................................................................
39
2

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
speck locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
N.

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
11

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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
+. Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa Sodic Spot
Custom Soil Resource Report
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
�. Rails
.a Interstate Highways
US Routes
Major Roads
Local Roads
Background
446, Aerial Photography
10
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:20,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Edgecombe County, North Carolina
Survey Area Data: Version 14, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed Apr 23, 2015—Feb
25, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA
Altavista fine sandy loam, 0 to 3
3.8
0.3%
percent slopes
AyA
Aycock very fine sandy loam, 0
61.7
4.4%
to 2 percent slopes
AyB
Aycock very fine sandy loam, 2
303.2
21.6%
to 6 percent slopes
BB
Bibb soils
113.8
8.1%
BnB
Blanton sand, 0 to 6 percent T
14.6
1.0%
slopes
DpB
Duplin sandy loam, 2 to 5
5.3
0.4%
percent slopes
ExA
Exum very fine sandy loam, 0 to
104.1
7.4%
2 percent slopes
GoA
Goldsboro fine sandy loam, 0 to
24.7
1.8%
2 percent slopes
Gr
Grantham very fine sandy loam
29.8
2.1 %
GyC
Gritney fine sandy loam, 6 to 10
8.9
0.6%
percent slopes
GyD
Gritney fine sandy loam, 10 to
3.7
0.3%
15 percent slopes
LyA
Lynchburg fine sandy loam, 0 to
6.0
0.4%
2 percent slopes, Southern
Coastal Plain
NoB
Norfolk loamy sand, 2 to 6
228.1
16.2%
percent slopes
NoC
Norfolk loamy sand, 6 to 10
3.4
0.2%
percent slopes
Pa
Pactolus loamy sand
6.8
0.5%
Pt
Pits
1.5
0.1 %
RaA
Rains fine sandy loam, 0 to 2
84.6
6.0%
percent slopes, Southern
Coastal Plain
W
Water
19.9
1.4%
WaB
Wagram loamy sand, 0 to 6
300.7
21.4%
percent slopes
WaC
Wagram loamy sand, 6 to 10
53.9
3.8%
percent slopes
WAD
Wagram loamy sand, 10 to 15
28.0
2.0%
percent slopes
Totals for Area of Interest
1,406.5
100.0%
11

Custom Soil Resource Report
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
12

Custom Soil Resource Report
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
13

Custom Soil Resource Report
Edgecombe County, North Carolina
AaA—Altavista fine sandy loam, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 132pf
Elevation: 80 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Altavista and similar soils. 91 percent
Minor components: 9 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Altavista
Setting
Landform: Stream terraces
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Typical profile
Ap - 0 to 8 inches: fine sandy loam
E - 8 to 15 inches: fine sandy loam
Bt - 15 to 42 inches: sandy clay loam
C - 42 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available waterstorage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Roanoke, undrained
Percent of map unit. 5 percent
Landform: Backswamps on stream terraces, depressions on stream terraces
Landform position (three-dimensional): Flat
Down -slope shape: Concave
14

Custom Soil Resource Report
Across -slope shape: Linear
Hydric soil rating: Yes
Tomotley, undrained
Percent of map unit: 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Wehadkee, undrained
Percent of map unit. 1 percent
Landform: Depressions on flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Bibb, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
AyA—Aycock very fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 132pg
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Aycock and similar soils: 95 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Aycock
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 7 inches: very fine sandy loam
E - 7 to 12 inches: very fine sandy loam
Bt - 12 to 90 inches: clay loam
15

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
AyB—Aycock very fine sandy loam, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 132ph
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Aycock and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Aycock
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex, linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 7 inches: very fine sandy loam
E - 7 to 12 inches: very fine sandy loam
Bt - 12 to 90 inches: clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
16

Custom Soil Resource Report
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit. 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
BB —Bibb soils
Map Unit Setting
National map unit symbol. 132pj
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Bibb, undrained, and similar soils: 80 percent
Johnston, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bibb, Undrained
Setting
Landform: Flood plains
17

Custom Soil Resource Report
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 6 inches: sandy loam
Cg1- 6 to 60 inches: sandy loam
Cg2 - 60 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/h r)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonimgated): 5w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cg1- 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available waterstorage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (noninigated): 7w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
18

Custom Soil Resource Report
BnB—Blanton sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol. 132rg
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Blanton and similar soils: 90 percent
Minor components: 3 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Blanton
Setting
Landform: Ridges on marine terraces, flats on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material. Sandy and loamy fluviomarine deposits and/or eolian sands
Typical profile
Ap - 0 to 7 inches: sand
E - 7 to 52 inches: sand
Bt - 52 to 67 inches: sandy loam
Btg - 67 to 85 inches: sandy clay loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
19

Custom Soil Resource Report
Minor Components
Bibb, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
DpB—Duplin sandy loam, 2 to 5 percent slopes
Map Unit Setting
National map unit symbol.- 132rs
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Duplin and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Duplin
Setting
Landform: Flats on broad interstream divides
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 8 inches: sandy loam
Bt - 8 to 84 inches: sandy clay
Cg - 84 to 100 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
20

Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
ExA—Exum very fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 132pm
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Exum and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Exum
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 8 inches: very fine sandy loam
E - 8 to 12 inches: silt loam
Bt - 12 to 70 inches: clay loam
C - 70 to 100 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
21

Custom Soil Resource Report
Available water storage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Grantham, undrained
Percent of map unit: 5 percent
Landform: Broad interstream divides on depressions, broad interstream divides
on flats
Down -slope shape: Concave
Across -slope shape: Concave, linear
Hydric soil rating: Yes
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v751
Elevation: 130 to 270 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
E - 7 to 12 inches: fine sandy loam
Bt - 12 to 54 inches: sandy clay loam
Btg - 54 to 82 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
22

Custom Soil Resource Report
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit: 10 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Lynchburg
Percent of map unit. 7 percent
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Gr—Grantham very fine sandy loam
Map Unit Setting
National map unit symbol. 132rx
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 210 to 265 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Grantham, drained, and similar soils: 85 percent
Grantham, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
23

Custom Soil Resource Report
Description of Grantham, Drained
Setting
Landform: Broad interstream divides on flats, broad interstream divides on
depressions
Down -slope shape: Concave
Across -slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Typical profile
A - 0 to 6 inches: very fine sandy loam
Eg - 6 to 11 inches: very fine sandy loam
Btg - 11 to 77 inches: loam
Cg - 77 to 110 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding. None
Frequency of ponding: None
Available waterstorage in profile: High (about 10.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Hydric soil rating: Yes
Description of Grantham, Undrained
Setting
Landform: Broad interstream divides on depressions, broad interstream divides
on flats
Down -slope shape: Concave
Across -slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Typical profile
A - 0 to 6 inches: very fine sandy loam
Eg - 6 to 11 inches: very fine sandy loam
Btg - 11 to 77 inches: loam
Cg - 77 to 110 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
24

Custom Soil Resource Report
Frequency of ponding: None
Available waterstorage in profile: High (about 10.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: C/D
Hydric soil rating: Yes
GyC—Gritney fine sandy loam, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol. 132s2
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gritney and similar soils: 90 percent
Minor components: 3 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Gritney
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: fine sandy loam
Bt - 9 to 58 inches: clay
C - 58 to 80 inches: sandy clay loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
25

Custom Soil Resource Report
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (noninigated): 4e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit. 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
GyD—Gritney fine sandy loam, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol: 132sl
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gritney and similar soils: 90 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Gritney
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: fine sandy loam
Bt - 9 to 58 inches: clay
C - 58 to 80 inches: sandy clay loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
26

Custom Soil Resource Report
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Coxville, undrained
Percent of map unit. 2 percent
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
LyA—Lynchburg fine sandy loam, 0 to 2 percent slopes, Southern
Coastal Plain
Map Unit Setting
National map unit symbol: 2vx8m
Elevation: 20 to 200 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 64 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
27

Custom Soil Resource Report
Map Unit Composition
Lynchburg and similar soils: 82 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Lynchburg
Setting
Landform: Marine terraces
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: fine sandy loam
Bt - 8 to 50 inches: sandy clay loam
Big - 50 to 68 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Low (about 4.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit. 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Rains, undrained
Percent of map unit. 5 percent
Landform: Broad interstream divides on marine terraces, carolina bays on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Rains, drained
Percent of map unit: 5 percent
28

Custom Soil Resource Report
Landfonn: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
NoB—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol. 2v75y
Elevation: 30 to 450 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
29

Custom Soil Resource Report
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Wagram
Percent of map unit. 10 percent
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Riser, rise
Down -slope shape: Linear, convex
Across -slope shape: Convex
Hydric soil rating: No
Goldsboro
Percent of map unit: 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
NoC—Norfolk loamy sand, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol.- 132sn
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Norfolk and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 14 inches: loamy sand
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Custom Soil Resource Report
Bt - 14 to 70 inches: sandy clay loam
C - 70 to 100 inches: sandy clay loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in prolrle: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Hydric soil rating: No
Pa—Pactolus loamy sand
Map Unit Setting
National map unit symbol: 132xl
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Pactolus and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pactolus
Setting
Landform: Ridges on stream terraces, ridges on marine terraces
Landform position (three-dimensional): Tread
Down -slope shape: Concave, convex
Across -slope shape: Linear, convex
Parent material: Sandy fluviomarine deposits and/or eolian sands
Typical profile
Ap - 0 to 8 inches: loamy sand
C - 8 to 40 inches: loamy sand
Cg - 40 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
31

Custom Soil Resource Report
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Lumbee, undrained
Percent of map unit: 5 percent
Landform: Backswamps on stream terraces
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Pt —Pits
Map Unit Composition
Pits, sand: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pits, Sand
Setting
Parent material: Sandy fluviomarine deposits
Typical profile
C1- 0 to 10 inches: sand
C2 - 10 to 80 inches: sand
Properties and qualities
Slope: 0 to 3 percent
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: About 0 to 6 inches
Available water storage in profile: Very low (about 2.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (noninigated): 8s
Hydric soil rating: No
32

Custom Soil Resource Report
RaA—Rains fine sandy loam, 0 to 2 percent slopes, Southern Coastal
Plain
Map Unit Setting
National map unit symbol: 2v75b
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 70 percent
Rains, drained, and similar soils: 16 percent
Minor components: 14 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undrained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces,
carolina bays on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A - 0 to 8 inches: fine sandy loam
Eg - 8 to 13 inches: fine sandy loam
Btg - 13 to 72 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
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Custom Soil Resource Report
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: fine sandy loam
Eg - 8 to 13 inches: fine sandy loam
Btg - 13 to 72 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit. 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Pantego, ponded
Percent of map unit. 6 percent
Landform: Flats, broad interstream divides
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
34

Custom Soil Resource Report
W—Water
Map Unit Composition
Water. 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
WaB—Wagram loamy sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol. 132x9
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wagram and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
35

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
WAC—Wagram loamy sand, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol. 132xb
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wagram and similar soils: 85 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
36

Custom Soil Resource Report
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder
Landfonn position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
WAD—Wagram loamy sand, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol. 132xf
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Wagram and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
37

Custom Soil Resource Report
Description of Wagram
Setting
Landform Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: A
Hydric soil rating: No
38

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.govtwps/portal/
nres/detailfnationallsoilsl?cid=nncs 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. httpJ/
www. nres. usda. govtwps/portal/nres/detail/national/soils/?cid=nresl 42p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http:/
www. nres. usda_gov/wps/portal/nresldetail/national/soils/?cid=nresl42p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nresl 42p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
39

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 43041. http://www.nres.usda.gov/wps/portal/
n res/detail/soils/scientists/?cid=n res 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nres usda.gov/Intemet/FSE_DOCUMENTS/nres142p2_052290.pdf
40

Project Area NRCS Soil Map

35" 56 2" N
35" 55' 54" N
3 Soil Map—Edgecombe County, North Carolina 3
(Midlakes Lane)
35" 56 2" N
I
290M 2ww 2608C 280870 2e0800 280830 280BB0 280M 261(�i 251050 25M 281110
3 ic
e
Map Sole: 1:1,690 f printed on A landscape (11" x 115") street
Meters
N
n 0 25 50 100 150
/V
0 50 100 200 30D
Map pro)ecbm: Web Mercator Corner 000rdrates: VVGS84 Edge tics: UTM Zone 18N WGS84
ustm Natural Resources Web Soil Survey 10/22/2019
Conservation Service National Cooperative Soil Survey Page 1 of 3
35" 55' 54" N

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
. Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
t. Blowout
Borrow Pit
rt Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Ioo Sodic Spot
Soil Map—Edgecombe County, North Carolina
(Midlakes Lane)
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
,tw Rails
,y Interstate Highways
US Routes
Major Roads
Local Roads
Background
q Aerial Photography
MAP INFORMATION
The soil surveys that comprise your ACII were mapped at
1:20,000.
Warning: Soil Map may not be valid at this scale
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Edgecombe County, North Carolina
Survey Area Data: Version 16, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 23, 2015—Feb
25, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
t;w,x Natural Resources Web Soil Survey 10/22/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Edgecombe County, North Carolina
Midlakes Lane
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
VOA
uoiaSOOro Tine sanay IOam, u
to 2 percent slopes
U.0
U.3'7o
NoB
Norfolk loamy sand, 2 to 6
percent slopes
4.0
43.0%
-W -
Water -------------
- 3.7 —
----- 39.9%
WaB
Wagram loamy sand, 0 to 6
percent slopes
1.6
16.8%
Totals for Area of Interest
9.3
100.00/0
UUSDASDA Natural Resources Web Soil Survey 10/22/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

APPENDIX C
Documentation of Corps or State Jurisdictional Wetland or
Stream Determinations
(Pertinent Pages Only)

U.S. ARMY CORPS OF ENGINEERS "r
WILMINGTON DISTRICT
Action Id. SAW-2008-02741
U.S.G.S. Quad: Hartsease
County: Edzecombe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Charlie Harrell
Address: Edsecombe Board of Commissioners
P.O. Box 10
Tarboro. NC 27886
Telephone No.: 252-641-7834
Property description:
Size (acres) 1206 Nearest Town Tarboro
Nearest Waterway Tar River River Basin Tar -Pamlico
USGS HUC 03020103 Coordinates N 35.9258 W-77.6524
Location description The site is 1206 acres of mix forested and previously farmed land bordered to the north by US
HWY 64 to the south by US HWY 64 By -Pass to the east by Harts -Mill Rd., and to the west by Kin2sboro Rd. The site
contains a portion of Walnut Creek and several wetlands and unnamed tributaries of Walnut Creek.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of die United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC 5 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 12/20/2013. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

Action ID:
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Brown at 919-554-4884 ext 22.
C. Basis For Determination
1987 Corps Wetland Delineatino Manual and Established OHWM.
D. Remarks
Site visit to verify limits of WoUS was conducted on May 6, 2008.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jean Manuele, Field Office Chief,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to subunit an RFA form, it must be received at die above address by 02/18/2014.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
GOfficial:
Regulatory c
Date December 20, 2013 Expiration Date December 20, 2018
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://resulator .usacesun ev.com/ to
complete the survey online.
Copy furnished:
Soil Horizons, Inc.
Attn: John R. Davis
P.O. Box 1063
Youngsville, NC 27596
Page 2 of 2

NOTIFICATIONOF ADMINISTRATIVE APPEAL.OPTIONS AND PROCESS AND
REQUEST FOR: APPEAL
Applicant: Edgecombe Board of Commissioners
Charlie Harrell
File Number: SAW-2008-02741
Date: 12/20/2013
Attached is:
See Section below
❑
NITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter of ermission
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional
information may be found at httV://www usice.army.milhnet/functionsfew;cecwo/rea or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered pennit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determiinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary
JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the
Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the
JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the adnurristrative record, the Corps memorandum for the record
of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may
provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may also
appeal process you may contact:
contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
Thomas Brown
CESAD-PDO
Raleigh Regualtory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr, Suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants,
to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site
investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Per»rits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

LEGEND
---
Lines Surveyed
- - - - - -
- - Lines Not Surveyed
EIP ------
Existing Iron Pipe
EIS - - -
Existing Iron Stake
EIA ---
Existing Iron Axle
NI - - -
ECM ----
No Iron Set or Found
Existing Concrete Monument (With MCB on Mon.)
CP - -
- Computed Point (No Iron Set or Found)
o - -
- Indicates Iron Property corners
set unless otherwise noted.
R/W ---
Right -of -Way
C/L - --
Centerline
x 1-- 1 1
- - - Wetland Flag Number
WETLANDS
-� NON -WETLANDS
STREAM
- - - Wetlands shown hereon were delineated by
SOIL HORIZONS
P.O. BOX 1063
YOUNGSVILLE, NC 27595
Phone: [phone]
- - - Latitude = N 35755'33"
Longitude = W 77'39'10"
(Approximate center of subject property)
- - All Right-of-woys are "Public" unless noted otherwise.
-- Area computed by coordinate method.
- - - All distances are ground horizontal distances in U.S. Survey
feet_
--- Surveyor did not visibly see any cemeteries in any open
areas unless otherwise noted.
- - - Joyner Keeny, PLLC can only locate utilities that are above
ground at the time of field survey. Underground lines
shown hereon are approximate or as reported by various
responsible parties.
- - - Surveyor does NOT guarantee that underground structures
such os utilities, tanks and pipes ore located hereon.
- WETLANDS AREA TABLE -
AREA 1
248,545 SII 5.71 Arms F
AREA 2
11.071 Sq.ft 0.25 Acres I
AREA 3
3.575 Sq.19- 0.08 Acres 1
AREA 4
16,007 Sq.IL 0.37 Acres I
AREA 5
22.597 ScOL 0.52 Acres I
AREA 6
144 SII O.OD Acres I
AREA 7
415 Sq.1L 0.01 Acres I
AREA 8
6.839 Sq.1t. 0.16 Acres I
AREA 9
2.682 Sq.tl. 0.06 Acres I
AREA 10
1.707 Sq.11L, 0.04 Acres
AREA 11
13.40t Sq.1L 0.31 Acres
AREA 12
13.401 SiI 0.31 Acres
AREA 13
1.110 SII 0.03 Acres
AREA 14
6.222 Sq.1L 0.14 Acres
AREA 15
1.698 Sq.1L 0.04 Acres
AREA 16
15.548 SII 0.36 Acres
AREA 17
2.546 SII 0.06 Acres
AREA 18
1.053 SiI 0.02 Acres
AREA 19
243 SII 0.01 Acres
AREA 20
2.145 SII 0.05 Acres
AREA 21
825 Sqft. 0.02 Acres
AREA 22
2.213 Sq.1t. 0.05 Acres
AREA 23
9.296 Sq.lt. 0.21 Acres
AREA 24
1.481 Sq.It. 0.03 Acres
AREA 25
1.861 StI 0.04 Acres
AREA 26
3.500 Sq.[(. 0.08 Acres
AREA 27
19.035 SiI 0.44 Acres
AREA 28
IL339 SqJL 0.19 Acres
AREA 29
13.430 ScIAL 0.31 Acres
AREA 30
5.033 Sq.1L 0.12 Acres
AREA 31
94.971 SciI 2.18 Acres
AREA 32
12.483 SiI 0.29 Acres
AREA 33
5.886 SqJt. 0.14 Acres
AREA 34
285.297 Sq.ft. 6.55 Acres
AREA 35
6.755 Sq.IL 0.16 Acres
AREA 36
184.529 Sq.rL 4.24 Acre
AREA 37
281.019 SII 6.45 Acres
AREA 38
3.850 SiI 0.09 Acres
AREA 39
24.524 Sq.ft. 0.56 Acres
AREA 40
42.529 Sq.tt. 0.95 Acres
AREA 41
604.337 Sq.IL 13.87 Acres
AREA 42
24.395 SwIL 0.55 Acres
AREA 43
8.497 Sq.fL 0.20 Acres
AREA 44
129 Sq,fl. 0.00 Acres
AREA 45
1.458 50t. 0.03 Acres
AREA 46
173 Sq,ft. 0.00 Acres
AREA 47
3.957 SgJL 0.09 Acres
AREA 48
2,864 SiI 6.07 Acres
AREA 49
10.095 .fL 023 Acres
AREA 50
3.049 StI 0.07 Acres
AREA 51
2.115 5q.ft. 0.05 Acres
AREA 52
22.698 SQ.fL 0.52 Acres
AREA 53
49.133 Sq.IL 1.13 Acres
AREA 54
17.170 Sq.1L 0.39 Aciq
AREA 55
7.330 Sq.IL 0.17 Acres
AREA 56
1.296 Sq.IL 0.03 Acres
AREA 57
53.158 WL 1.22 Acres
AREA 58
1.435 WL 0.03 Acres
AREA 59
3.144 Sq.14 0.07 Acres
AREA bO
943 Sq.IL 0.02 Acres
AREA 61
19.670 Sq.IL. 0.45 Acres
AREA 62
3.020 Sq.IL 0.07 Acres
AREA 63
3,130 Sq.IL 0.07 Acres
AREA 64
3.522 Sq.1L 0.08 Acres
TOTAL
2213.554 St IL 50.63 Acres
ERENNIAL STREAM
EFLAND5
ETLANDS
ETL.ANDS
iOLATED WETLANDS
tGH GROUND
iGH GROUND
IETLANDS
IETLANDS
IETLANDS
IETLANDS
IIETLANDS
IETIANDS
VETLANDS
VETLANDS
VETLANDS
NETIANDS
NETLANDS
NETLANDS
NETLANDS
NETLANDS
NETLANDS
NETLANDS
WETLANDS
WETLANDS
WETLANDS
PERENNIAL STREAM D
WETLANDS
WETLANDS
WETLANDS
POND WATERS OF THE U.S.
WETLANDS
WETLANDS
POND WATERS OF THE U.S.
INTERMITTENT STREAM M
POND WATERS OF THE U5.
WETLANDS
POND WATERS OF THE U.S.
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
INTERMITTENT STREAM
WETLANDS A
WETLANDS 8
WETLANDS u
DITCH WATERS OF THE U.S. T
WETLANDS C
WETLANDS K
WETLANDS H
WETLANDS G
WETLANDS J
PERENNIAL STREAM I
WETLANDS E
PERENNIAL STREAM F
WETLANDS N
WETLANDS O
WETLANDS P
DITCH WATERS OF THE U.S. O
DITCH WATERS OF THE U.S. R
DITCH WATERS OF THE U.S. S
wm-7:43om Plotted By :
"This certifies that this copy of this plot accurately
depicts the boundary of the jurisdiction of Section 404
of the Clean Water Act as determined by the undersigned
on this dote. Unless there is a change in the low or our
published regulations, this determination of Section 404
jurisdiction may be relied upon for a period not to exceed
five years from this date. This determination was mode
utilizinc,, the 198-- Corps of Engineers Wetlands Delineation
Manual
(Title) l.7Q
(Dote) -.! o ! 3 -- I ►-t, �. . 9 "'
(Aid #) v
AUG 3 0 201
The initial positions for this project were hosed on RALEIGH Rc c CI
ULA
N.C.C.S. Monument "Borbara" having N-C, Grid Coordinates 0 : FIELD ate_
N.C.G.S. Monument "Barbara'
PID: EY1121
Northing: 797.191.55 usft �rtrrrrr,
Eosting: 2,395,920,40 usft IVA CAl��,�
Combined Grid Factor: 0.99994317 '.
NAD '83/2001 ESS/�
SEAL
L-4192
'rrrTr,rrrrr`NI
WILLIAM T. ROBBINS, II DATE
PROFESSIONAL LAND SURVEYOR NO. L - 4192
"NO FIELD WORK PERFORMED. FOR USACE RE -CERTIFICATION -
US 64 ALT-
ROCKY
MOLT
CIO
B6f
RAILROAD
rRRe�
� RU
I V I C I N I T Y M A P I
"NOV TO SCALSr
I
KENy
LAND
1051 N. WINSTEAD AVE. - P.O. BOX 7533
ROCKY MOUNT, NORTH CAROLINA 27804
OFFICE: [phone]
FAX: [phone]
LICENSE NUMBER P-0551
www.joynerkeeny.com
WETLANDS MAP OF THE PROPERTY OF
KINGSBORO -- ROSE
KINGSBORO ROAD, NEAR HEARTSEASE, N.C.
7WSP.: Number 12 COUNTY: EDGECOMBE, NC
SCALE: 1 "= 100 Feet DATE: AUG 27, 2008
DRAWN BY: JLK I JOB NO.: 080049
FILE NO.: WETLANDS 01 080827 1 SHEET: 1 OF 43

i 11-4
1-9
am
WETLANDS 0 / 632_ 632 -A
AREA 60
943 sgAt. 651_A
0.02 acres
630 -6 44 530-A
629--A
WETLANDS N
AREA 59
3.144 sq.ft.
0.07 acres
INTERMITTENT STREAM M
62'-B 627-A AREA 35
6.755 sq.ft.
62V,i, 0.16 acres
622-8 ott-n
C21-B 621-A
620-B 620-A
679-8 619--A
618-8 618-A
617-8 617-A
616-8 616-A
\�\U\Utiryf�.
,'N --(t't C' % 0, 615-B 615-A
`O�/Ess;O' 674-A
C vSEAL T_ • _ 613-B til}A
• - 612-8 672-A
L-4192
WILLIA T. ROB8 S, It DATE
PROFESSIONAL LAND SURVEYOR NO. L — 4192
"NO FIELD WORK PERFORMED. FOR USAGE RE —CERTIFICATION"
"This certifies that this copy of this plat accurately depicts
the boundary of the jurisdiction of Section 404 of the Clean
Water Act as determined by the undersigned on this dote.
Unless there is a change in the low or our published
regulations, this determination of Section 404 jurisdiction may
be relied upon for a period not to exceed five years from
this dote. This determination was made utilizing the 1987
Corps of En rs Wetl nds Delineation Manual"
-St——u—---- ------
(Date)—/—�P��`--/3--------------- --
(Aid #) __fCn� OD s ( J -
WETLANDS MAP OF THE PROPERTY OF
KINGSBORO - ROSE
KINGSBORO ROAD, NEAR HEARTSEASE, N.C.
TWSP.: Number 12 COUNTY: EDGECOMBE, NC
SCALE: 1 "= 100 Feet DATE: AUG 27, 2008
100 0 100 200 300
DRAWN BY: JLK JOB NO.: 080049
FILE NO.: WETLANDS 01 08082.7 SHEET: 22 OF 43
Date Plotted : Jul 01. 2013 — 11:26am Plotted 8y : JACKK 2
AD\2008\080049 — KINGSBORO— ROSE WETLANDS\080049LDD\dwq\WETLANDS
27

,za -M-1
'
QVC
C o
O� ES �
/0 Z
i
SEAL
L-4192
SUR
WILLIAM T. ROBBINS, If DATE
PROFESSIONAL LAND SURVEYOR NO. L — 4192
"NO FIELD WORK PERFORMED. FOR USACE RE —CERTIFICATION"
"This certifies that this copy of this plat accurately depicts
the boundary of the jurisdiction of Section 404 of the Clean
Water Act as determined by the undersigned on this date_
Unless there is a change in the law or our published
regulations, this determination of Section 404 jurisdiction may
be relied upon for a period not to exceed five years from
this dote. This determination was made utilizing the 1987
Corps of Engi ers Wetla Delineation Manual"
(Nome) -- ---__ _--
(Title)— �J _S -l�13—
(Date)—l�i — �L— 3—__...._.--------
(Aid #) ­QdCf?- da IV
: Jul 01, 2013 — 9:58om Plotted By :
93.67'
ALT.
WETLANDS MAP OF THE PROPERTY OF
KINGSBORO — ROSE
KINGSBORO ROAD, DEAR HEARTSEASE, N.C.
TWSP.: Number 12 COUNTY: EDGECOMBE, NC
SCALE: 1 "= 600 Feet DATE: AUG 27, 2008
600 0 600 1200 1800
1DRAWN BY: JLK I JOB NO.: 080049 j
FILE NO.: WETLANDS 01 080827 1 SHEET: 41 OF 43
U

To
BOR
"R0-
F
�a:
gUJ
z
U
Q
2
R�
-Q SEAL C.S.X. RAILROAD
�7 L-4192
2� SUftN��o: \ -
/, rz� ��`� 2-
:"!IL IAM T. ROBBINS, li DATE
PROFESSIONAL LAND SURVEYOR NO. L - 4192
"NO FIELD WORK PERFORMED. FOR USAGE RE -CERTIFICATION"
"This certifies that this copy of this plat accurately depicts
the boundary of the jurisdiction of Section 404 of the Clean
Water Act as determined by the undersigned on this date.
Unless there is a change in the low or our published
regulations, this determination of Section 404 jurisdiction may
be relied upon for a period not to exceed five years from
this dote. This determination was made utilizing the 1987
Corps of En i rs Wetta ss Delineation Manual"
(Name)_ - - --- - - - - - - - -
(Title)__
(Date)- /_ dal--ll------- _------ - ----
(Aid #)
. 2013 - 10:030m Plotted By : JACKK
ff
R
1349
S
WETLANDS MAP OF THE PROPERTY OF
KINGSBORO - ROSE
KINGSBORO ROAD, NEAR HEARTSEASE, N.C.
TWSP.: Number 12 COUNTY: EDGECOMBF, NC
SCALE: 1 "= 600 Feet DATE: AUG 27, 2008
600 0 - 600 1200 1800 --
r-- W 7W_
DRAWN BY: JLK JOB NO.: 080049
FILE NO.: WETLANDS 01 080827 SHEET: 43 OF 43
AD\2008\080049— KINGSBORO —ROSE WETLANDS\080049LDD\dwg\WETLANDS 01

APPENDIX D
Plan Drawings

\
\\
Notify
NC811 Three roll Norkinq Days Before Digging
p
Dial 811
or 1-800-632-4949,
or visit www.nc8ll.org
`� \
\ \ \
7
a
\ t
\
\
NOTEw
Z Z
\
\
1. EXISTING ROADS W/IN FUTURE R/W�DOr
\
BEING REMOVED W/IN NCDOT CONTRACT.
\
\
\
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APPENDIX E
Previous Permits and Certifications

401 Water Quality Certification NC DEQ Letter

June 6, 2018
Edgecombe Water & Sewer District No
Attn: Leonard Wiggins, Chairman
PO Box 10
Tarboro NC 27886
ROY COOPER
iMICHAEL S. REGAN
s,
LINDA CULPEPPER
1W,I ,,.
DWR # 20180372
Edgecombe County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
APPROVAL of TAR PAMLICO RIPARIAN BUFFER IMPACTS WITH ADDITIONAL CONDITIONS
Kingsboro Industrial Park Utility Extension
Dear Mr. Wiggins:
You have our approval for the impacts listed below for the purpose described in your application dated
February 27, 2018, received by the Division of Water Resources (Division) March 13, 2018, with
subsequent information on April 6, 2018, April 10, 2019, May 4, 2018 and May 10, 2018. These impacts
are covered by the attached Water Quality General Certification Number 4133, the Tar Pamlico Buffer
Rules and the conditions listed below. This certification is associated with the use of Nationwide Permit
Number 12 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get
any other federal, state or local permits before proceeding with your project, including those required by
(but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit
and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification and the Tar Pamlico Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)] and 15A NCAC 02B
.0259(8)]
Type of Impact
Amount Approved
(units)
Permanent
Amount
Approved (units)
Temporary
Stream
Site S1 0 (linear feet)
30 (linear feet)
Site S2 0 (linear feet)
30 (linear feet)
State of North Carolina I Environmental Quality
450 W Hanes Mill Road. Suite 300, Winston-Salem, North Carolina 27105
Phone [phone] FAX: [phone]

Edgecombe Water & Sewer District No. 1
DWR# 20180372
401/Buffer APPROVAL
Page 2 of 5
Type of Impact
Amount Approved
(units)
Permanent
Amount
Approved (units)
Temporary
404/401 Wetlands
W 1
0 (acres)
0.02 (acres)
W 2A
0 (acres)
0.02 (acres)
W 2B
0 (acres)
0.06 (acres)
W 3
0 (acres)
0.01 (acres)
W 4
0 (acres)
0.03 (acres)
W 5A
0 (acres)
0.06 (acres)
W 56
0 (acres)
0.01 (acres)
W 5C
0 (acres)
0.01 (acres)
W 6A
0 (acres)
0.06 (acres)
W 6B
0 (acres)
0.01 (acres)
Buffers — Zone 1
Site 131 (perpendicular crossing-
no mitigation required)
2202 (square feet)
728 (square feet) !.
Site B3 (mitigation required)
0 (square feet)
102 (square feet) j
Site B5 (mitigation required)
0 (square feet)
444 (square feet) j
Site B8 (mitigation required)
0 (square feet)
1 673 (square feet)
Site B9 (mitigation required)
0 (square feet)
45 (square feet)
Site B16 (mitigation required)
0 (square feet)
37 (square feet)
Site B17 (perpendicular crossing -
no mitigation required)
2726 (square feet)
729 (square feet)
Buffers — Zone 2
Site B1
1735 (square feet)
580 (square feet)
Site B2
0 (square feet)
1210 (square
feet)
Site B3
0 (square feet)
1811 (square
feet)
Site B4
0 (square feet)
1475 (square
feet)
Site B5
0 (square feet)
1588 (square
feet)
Site B6
0 (square feet)
305 (square feet)
Site B7
0 (square feet)
391(square feet)
Site B8
0 (square feet)
4244 (square
feet)
Site B9
0 (square feet)
1922 (square
feet)
Site B10
0 (square feet)
464 (square feet)

Edgecombe Water & Sewer District No. 1
DWR# 20180372
401/Buffer APPROVAL
Page 3 of 5
Amount Approved
Amount
Type of Impact
(units)
Approved (units)
Permanent
Temporary
Site B11
0 (square feet)
1142 (square
feet)
Site B12
0 (square feet)
560 (square feet)
Site B13
0 (square feet)
947 (square feet)
Site B14
0 (square feet)
1100 (square
feet)
Site B15
0 (square feet)
2871 (square
feet)
Site B16
0 (square feet)
1424 (square
feet)
Site B17
4212 (square feet)
1716 (square
feet)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the
Certification/Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is sold,
the new owner must be given a copy of this approval letter and General
Certifications)/Permit/Authorization and is responsible for complying with all conditions. [15A
NCAC 02H .0507(d)(2)]
3. Any additional impacts to streams and/or wetlands as a result of future roads, buildings,
driveways, utility lines or other development related activities within the Kingsboro Industrial Park
may be considered cumulative to impacts approved in this Certification and may require a
modification of this 401 Water Quality Certification approval. [15A NCAC 02H .0506(4) and 15A
NCAC 02H .0501 and .0502]
4. Mitigation must be provided for the proposed impacts as specified in the table below. The Division
has received an acceptance letter from the Division of Mitigation Services (DMS) to meet this
mitigation requirement. Until the DMS receives and clears your payment, and proof of payment
has been provided to this Office, no impacts specified in this Authorization Certificate shall occur.
For accounting purposes, this Authorization Certificate authorizes payment to the DMS to meet
the following compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6)1:
Compensatory Mitigation
River & Sub -
Required
basin Number
Buffers
1301 (square feet)
Tar -Pamlico
03020101

Edgecombe Water & Sewer District No. 1
DWR# 20180372
401/Buffer APPROVAL
Page 4 of 5
5. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric fencing) prior
to any land disturbing activities and must be maintained on the property until the project phase is
completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)]
6. Any final construction plans for this project must include or reference the application and plans
approved by the Division under this authorization letter and certification. The applicant will also
be required to evaluate all acquired permits to assure that they are consistent and all relative
impacts are accounted for and shown on the construction plans. [15A NCAC 02H .0502 (b) and
15A NCAC 02H .0506 (4)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.51
This Certification/Authorization can be contested as provided in Articles 3 and 4 of General Statute 150E
by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby
known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at hgL.L www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: if sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

Edgecombe Water & Sewer District No. 1
DWR# 20180372
401/Buffer APPROVAL
Page 5 of 5
This letter completes the review of the Division under section 401 of the Clean Water Act and the Tar
Pamlico Riparian Buffer Rules as described in 15A NCAC 02B .0259. Please contact Sue Homewood at
336-776-9693 or sue. homewood(@ncdenr.gov if you have any questions or concerns.
Sincerely,
J
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
Enclosures: GC 4133
cc: William Larsen, PE, The Wooten Company (via email)
Samantha Dailey, USACE Raleigh Regulatory Field Office (via email)
DWR RRO 401 file
DWR 401 & Buffer Permitting Unit file
Filename:;80372KingsboroindustrialParkUtilityExtfcdgecombe!_401_GC_TBR

U.S. Army Corps of Engineers General Permit Verification

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00665 County: EDGECOMBE U.S.G.S. Quad: NC-HARTSEASE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Edeecombe Water & Sewer District No. 1
Mr. Leonard Wieeins
Address: 201 St. Andrew Street, Room 402
Tarboro, North Carolina 27886
Authorized Agent: The Wooten Comoanv
Mr. William Larsen
Address: 301 West 141h Street
Greenville, North Carolina 27834
Size (acres) 1,500 acres
Nearest Waterway Walnut Creek
USGS HUC 03020101
Nearest Town Tarboro
River Basin Tar River
Coordinates Latitude:35.924738
Longitude:-77.654159
Description of project location: The project area is identified an approximate 1,500 acre tract of land located on Edgecombe
Countv Parcels: 379945674500. 379974720100. 470906609900. 470923230500. and 379986859300. These Darcels are located
alone NC Alt. Highway 64, Kinesboro Road, Harts Mill Run Road, CSX Railroad Main, and NC Highway 64, near Tarboro,
Edeecombe County, North Carolina. Work in waters of the United States (U.S.) would occur in streams and wetlands within
Walnut Creek and Penders Mill Run watersheds. Both direct tributaries of the Tar River (03020101).
The U.S. Army Corps of Eneineers (Corps) has analyzed the proposed sewer line project to determine if the proposed
discharees of dredeed and/or fill material into waters of the U.S. are single and complete. The Corps has made the
determination that the overall linear utility line project involves eight (8) sinele and complete project areas, as listed below.
■ Crossine
1— S1
■ Crossine
2 — Wl
■ Crossine
3 — W2-A and W2-B
■ Crossine
4 — W3
■ Crossing
5 — W4
■ Crossing
6 — W5-A. W5-B, and W5-C
■ Crossine 7 — W6-A
■ Crossing 8 — S2 and W&B
Description of projects area and activity: The applicant, Edgecombe Water & Sewer District No. 1, has requested a Department
of the Armv authorization to discharge fill material into waters of the U.S. in coniunction with the construction of the
Kinesboro Industrial Park Utility Extension project. The proposed project is comprised of two (2) primary sets of
improvements: 1) add a new Kingsboro Industrial Park Main Puma Station, new gravity sewer mains and force mains, and 2)
add new water mains for the purpose of serving future industrial development in the area. Project activity will involve the
installation of 20,050 linear feet (if) of new 16-inch diameter water line, 2,550 if of new 18-inch diameter eravity sewer line,
1,8001f of new 30-inch diameter eravity sewer line, 6,6701f of new 10-inch diameter force main line, within a new 10-foot wide
permanent utility right-of-way (ROW); installation of 14 fire hydrant assemblies and 27 new 5-foot diameter gravity sewer
manholes; and the construction of new triplex, 2,800 eallons per minute submersible wastewater pump station.
Implementation of the proposed pipeline installation will temporarily impact 33 If of stream channel and 0.03 acres of wetland.
In addition, 0.26 acres of forested wetland (PFO) will be permanently converted to emergent wetland (PEM) in order to
maintain the 10-foot ROW. Upon installation of the pipeline, the temporarily affected waters of the U.S. will be restored to
their pre -disturbance contours and elevations. Upon installation of the pipeline, the temporarily affected waters of the U.S.
will be restored to their are -disturbance contours and elevations. Refer to the enclosed Table 1 for a detailed summary of
impacts.
Compensatory mitigation is required at a minimum of 1:1 mitigation to impact ratio for all wetland losses that exceed 1/10-
acre. As outlined in the aforementioned paraeraph, the proposed project would result in the permanent conversion of 0.26
acres of wetland from PFO to PEM, which will require mitigation at a 1:1 ratio. Therefore, the anolicant has proposed to
purchase 0.26 acres of riparian wetland mitigation credits from the North Carolina Division of Mitigation Services (8-digit

HUC 03020101) in order to offset the unavoidable imi,acts to waters of the U.S
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 12 (Utility Lines)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated March 12, 2018 and May 4. 2018. Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailevaa,usace.army.mil.
Digitally signed by
DAILEY.SAMANT DN:c=US,o=U.S. Govemment ou=DoD,
HA11387567948 m=oA1LEY.SAMANTHAJ.1387567948
Corps Regulatory Official: Date: 2018.08.0112:19:2844'00•
Date: Au¢ust 1.2018
Expiration Date of Verification: March 18, 2022

Table 1. Authorized discharge of fill material into waters of the United States in association with the
Kingsboro Industrial Park Utility Extension Project.
Flow Regime
Fill Length
Fill Area of
Duration of
Regulated Discharge of Fill Material
Aquatic Resource ID
or Cowardin
of Stream
Wetland
Fill
Activity
Class
(if)
(ac)
Material
Crossing 1
Perennial
16
N/A
Temporary
Open Cut Trench
S1
Crossing 2
PFO
N/A
0.02
Temporary
Open Cut Trench
W1
Crossing 3
PFO
N/A
0.08
Permanent
Permanent Conversion (PFO to PEM)
W2-A & W2-B
Crossing 4
PFO
N/A
0.01
Permanent
Permanent Conversion (PFO to PEM)
W3
Crossing 5
PFO
N/A
0.03
Permanent
Permanent Conversion (PFO to PEM)
W4
Crossing 6
PFO
N/A
0.08
Permanent
Permanent Conversion (PFO to PEM)
W5-A, W5-13, W5-C
Crossing 7
PFO
N/A
0.06
Permanent
Permanent Conversion (PFO to PEM)
W6-A
Crossing 8
Perennial
17
0.01
Temporary
Open Cut Trench
S2 & W6-13
PFO

Action ID Number: SAW-2018-00665 County: EDGECOMBE
Permittee: Edeecombe Water & Sewer District No. 1
Attn: Mr. Leonard Wiggins
Project Name: Kinesboro Industrial Park Utility Extension
Date Verification Issued: August 1.2018
Project Manager: Samantha Dailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SPECIAL CONDITIONS
ACTION ID: SAW-2018-00665
EDGECOMBE WATER & SEWER DISTRICT NO. 1
KINGSBORO INDUSTRIAL PARK UTILITY EXTENSION
MITIGATION
In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Form. The requirements of this form,
including any special conditions listed on this form, are hereby incorporated as special
conditions of this permit authorization. Special condition regarding compensatory mitigation
was included to insure compliance with the 404(b)(1) guidelines.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Edgecombe Water & Sewer District No. 1 Action ID: SAW-2018-00665
Project Name: Kingsboro Industrial Park Utility Extension County: Edgecombe
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020101, Tar -Pamlico River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.26
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020101, Tar -Pamlico River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.26
Mitigation Site Debited: NC DMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and 1 certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 23 November, 2015

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587 (email: todd.tugweU@usace,army.mil). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Samantha Dailey
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
signed by
DAILEY.SAMANTHA. DAIILEYSAMAN HA.J.1387567948
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
J.1387567948 Date: 2018.08.01I 12:17: 8A04'00' 11387567948
USACE Project Manager Signature
August 1, 2018
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.
Page 2 of 2
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