9800_CityWilsonCompost_Applic_20221025

October 25, 2022
Tiffanic Garner
City of Wilson
1800 Herring Ave
PO Box 10
Wilson, NC 27894
Subject: New Compost Facility, Large Type 1, Permit Application
City of Wilson Compost Facility
Northeast of Wedgewood Drive and Stantonshurg Road
NC DENR, Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
To Whom 1t May Concern:
The City of Wilson is formally requesting a New Permit for Large Type 1 Compost Facility for its
proposed compost site located at Northeast of Wedgewood Drive and Stantonsburg Road. The facility
has prepared to be regulated by the North Carolina Compost Rules under 15A NCAC 13B .1400. As
the site would like to store over 6,000 cubic feet of compost in an area that is larger than 2 acres, it
shall be considered a Large Type 1 Compost Facility under 15NCAC 13B.1402. Therefore, the City of
Wilson has developed, with help from a consulting firm, a permit application report for the above -
referenced permit. The City of Wilson would like to request this Large Type 1 permit for receiving of
yard and garden waste, land clearing debris, and untreated and unpainted wood waste for composting
with an operational area of two or more acres, and having more than 6,000 cubic yards of material
onsite at any given time. Due to the plan to construct a berm surrounding the windrows before use of
the site, there is not an outfall for stormwater discharge from the storage site.
Enclosed is the Compost Application Report containing General Information, Siting Requirements,
Design and Operational Plans, Signature Pages, Stormwater Discharge and Sedimentation and Erosion
Control Plan, Drawings, and applicable appendices. Please feel free to reach out if further assistance
is needed.
Res�ct u ,
anie Garner
ormwater Compliance Specialist

NC DENR, Division of Waste Management
Solid Waste Section
Subject: New Compost Facility, Large Type 1, Permit Application
City of Wilson Compost Facility
Northeast of Wedgewood Drive and Stantonsburg Road
Page 2
Enclosure
Compost Application Report
Cc: Noah Parsons, Water Infrastructure Manager
Samuel Hedgepeth, Assistant Public Works Director

NORTH CAROLINA
Compost Facility Application Report
35.687913 AND-77.886760 DEGREES
PIN: 3730-17-5223.000
PLAT: 35/ 121
WILSON, NORTH CAROLINA
PREPARED FOR:
City of Wilson
1800 Herring Avenue
Wilson, NC 27893
PREPARED BY:
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
OCTOBER 2022
WithersRavenet
Our People. Your Success.

City of Wilson
Compost Facility SWPPP
Table of Contents
-40 WithersRavenel
Our People. Your Success.
1.0 GENERAL INFORMATION................................................................................. 1
1.1 Contact Information..................................................................................................1
2.0 SITING REQUIREMENTS.................................................................................. 2
2.1 General Location Map................................................................................................ 2
2.2 Site Map...................................................................................................................3
2.3 Zoning Letter............................................................................................................3
2.4 Wetlands Determination............................................................................................3
2.5 Soil Evaluation..........................................................................................................3
3.0 DESIGN AND OPERATION PLAN....................................................................... 4
3.1 Responsible Personnel...............................................................................................4
3.2 Personnel Training....................................................................................................4
3.3 Feedstocks............................................................................................................... 4
3.4 Process Flow.............................................................................................................6
3.5 Temperature Monitoring............................................................................................ 8
3.6 Runoff Control.......................................................................................................... 8
3.7 Equipment................................................................................................................8
3.8 Signage and Boundary Markers........................................................................................9
3.9 Contingency Planning................................................................................................ 9
3.9.1 Fire Prevention................................................................................................................. 9
3.9.2 Spill Prevention and Response............................................................................................... 10
3.10 Record Keeping....................................................................................................... it
4.0 Signatures......................................................................................................13
5.0 Stormwater Discharge and Sedimentation and Erosion Control Plan .............. 13
6.0 Drawings........................................................................................................13
7.0 Appendices.....................................................................................................13

City of Wilson ■■ WithersRavenel
Compost FacilitySWPPP ■■ Our People. Your Success.
GENERAL INFORMATION
The City of Wilson Compost Facility is regulated by the North Carolina Compost Rules under 15A
NCAC 13B .1400. As the site stores over 6,000 cubic feet of compost in an area that is larger than
2 acres it is therefore considered a Large Type 1 Compost Facility under 15NCAC 1313.1402.
The facility is located on an approximately 165.2-acre site located northeast of Wedgewood Drive
and Stantonsburg Road. An -approximate 7-acre composting area is located on site.
The facility is owned and operated by the City of Wilson. No buildings are located on the site;
therefore, documentation is kept at the City of Wilson Operations and Maintenance Facility
located at 1800 Herring Avenue, Wilson, North Carolina.
A berm has been constructed around the compost area and no other areas of concentrated flow
were identified during a site visit by the City; therefore, there are no stormwater discharges from
the site at this time. The facility is not located over a closed -out disposal area.
1.1 Contact Information
TABLE 1. FACILITY DATA SHEET
TYPE OF FACILITY: Large Type 1 Compost
FACILITY NAME: Wilson Compost Facility, Wilson, NC
LOCATION ADDRESS: Northeast of Wedgewood Drive and Stantonsburg Road
35.687913 and-77.886760 Degrees
PIN: 3730-17-5 223.000
Plat: 35/121
FACILITY OWNER AND OPERATOR: City of Wilson
MAILING ADDRESS: 1800 Herring Avenue, Wilson, North Carolina, 27893
COUNTY: Wilson
TELEPHONE: [phone]
CONTACT PERSONNEL: Tiffanie Garner
TITLE: Stormwater Compliance Specialist
MOBILE: [phone]
EMAIL: [e-mail]
OPERATING DAYS AND HOURS: Monday -Friday, 6:45 AM-3PM
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2.0 SITING REQUIREMENTS
The facility is located on an approximately 165.2-acre site located northeast of Wedgewood Drive
and Stantonsburg Road in Wilson, Wilson County, North Carolina. The approximate latitude and
longitude are 35.687913 and-77.886760 degrees, respectively. A copy of the current property
deed is included in Appendix A.
FIGURE 1. COMPOSTING MATERIALS STORED ON SITE
2.1 General Location Map
The Wilson, North Carolina USGS quadrangle topographic map was used to prepare the General
Location Map (Exhibit 1). The map depicts the facility's parcel boundaries, parcel ID, zoning, and
location in relation to major transportation routes and surface waters. Outside of the compost
area, the remainder of the property is vacant with woods or grassed areas. No other commercial
or industrial areas are located on site.
The site is located within the Sandy Creek watershed, which discharges to Hominy Swamp.
Hominy Swamp is designated a Class C, Nutrient Sensitive Waters (NSW), Swamp Water (SW) in
the Neuse River Basin. While Hominy Swamp is not listed as an impaired water on NCDEQ's most
recent final integrated report, the Neuse River watershed has an established Total Maximum Daily
Load (TMDL) for nitrogen.
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2.2 Site Map
::WithersRavenel
Our People. Your Success.
A Site Map (Exhibit 2) depicts the property boundary, site topography, and loading and storage
areas. Also depicted are on -site stormwater drainage features, FEMA floodplains, direction of flow,
and onsite and adjacent surface waters. Locations of features to demonstrate compliance with
siting locations are alsoshown.
The following requirements are met at the site:
• A site located in a floodplain shall not restrict the flow of the 100-year flood, reduce the
temporary storage capacity of the floodplain, or result in washout of solid waste, to pose a
hazard to human life, wildlife, land, or water resources.
• A 50-foot buffer shall be maintained between all property lines and compost areas for Type
1 or 2facilities.
• A 200-foot buffer shall be maintained between compost areas and residences, or dwellings not
owned and occupied by the permittee and 100 feet from any well (other than monitoring wells).
• A 50-foot buffer shall be maintained between perennial streams and rivers and compost
areas.
• A 25-foot minimum distance shall be maintained between compost areas and swales or
berms.
• Day to day operation shall maintain a 25-foot minimum distance between all compost
areas/windrows to allow adequate access for firefighting equipment.
• Silt fences will be maintained around the perimeter when needed.
The following surface water requirements are met at the site:
• A site shall not cause a discharge of materials or fill materials into waters or wetlands of
the State that is in violation of Section 404 of the Clean Water Act.
• A site shall not cause a discharge of pollutants into waters of the State that is in violation
of the requirements of the National Pollutant Discharge Elimination System (NPDES),
pursuant to Section 402 of the Clean Water Act.
• A site shall not cause non -point source pollution of waters of the State that violates the
water quality standards as set forth in 15A NCAC 02B.
2.3 Zoning Letter
The size is zoned HI — Heavy Industrial. A letter from the City of Wilson that indicates the proposed
use is allowed within the existing zoning, if any, and that necessary zoning approvals or permits
have been obtained is included as Appendix B.
2.4 Wetlands Determination
The National Wetlands Inventory identified Freshwater Forested/Shrub Wetlands on the site.
Compost will not be stored in the wetland areas. A copy of the map is included in Appendix C.
2.5 Soil Evaluation
A soil evaluation of the site was performed by Three Oaks Engineering to a depth of four feet or
evidence of a seasonal high water table. The report indicates the underlying soil at the site is fill,
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clay, and sandy loam. Seasonal high water tables less than 12 inches below ground surface were
identified in several locations of the future composting area and will be avoided when laying out
the area. A copy of the report is included as Appendix D.
3.0 DESIGN AND OPERATION PLAN
3.1 Responsible Personne
The Stormwater Compliance Specialist is responsible for overall operation of the site. An
Operations Team has been formed of personnel representing facility management and operational
staff. A responsible person on the Operations Team will be always on -site when the facility is open
for public use.
TABLE 2. OPERATIONS TEAM MEMBERS
NAME, TITLE
PLAN RESPONSIBILITY
Samuel Hedgepeth, Assistant Director of
Public Works
1. Team Selection, Training
Phone: [phone]
Noah Parsons, Water Infrastructure Division
1. Emergency Coordinator
Manager
2. Team Selection, Training
Mobile: [phone]
3. Spill Response & Reporting
Tiffanie Garner, Stormwater Compliance
1. Alternate Emergency Coordinator
Specialist
2. Site Operations
Mobile: [phone]
3. Record Keeping
Eric May, Stormwater Equipment OperatorII
1. Site Operations
Mobile: [phone]
3.2 Personnel Training
Annual training for facility personnel includes a review of the operations plan and site -specific
safety, remedial, and corrective action procedures.
The permit requires an approved operator to be trained in accordance with G.S. 130A-309.25
every five years. According to the Division, no training is available for Large Type 1 Facilities at
this time; therefore, no operator -specific training is required at this time. The training requirements
will be reviewed annually to verify if an approved course is available.
Training records are maintained in Appendix E and are available to the Division upon request.
Feedstocks
Municipal yard waste collected from Wilson municipal garbage users in various stages of
composting is stored in rows on site.
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Table 3 describes the feedstock amounts in tons. Small amounts of inorganic material that is found
in materials that are unloaded is disposed of inside an on -site trash can which is emptied regularly.
The site sets aside an area for screening street sweepings and incorporating the organic waste into
the compost portion of the operation and staging an area for topsoil storage as well.
TABLE 3. FEEDSTOCKS
DAILY (TONS)
WEEKLY (TONS)
MONTHLY (TONS)
Household Yard Waste
17
85
340
(Feedstock 1)
Limbs
12
60
240
(Feedstock 2)
Chipped Limbs/Trees
8
40
160
(Feedstock 2)
Cleared Vegetation
3
15
60
(Feedstock 2)
TOTALS
40
200
800
Seasonal variations for collection rates are common, most notably "leaf season" for the months of
November, December, and January where the City will typically collect 1,100 total tons of leaves
or similar product. Variations are described in Table 4 below.
TABLE 4. SEASONAL VARIATION
DAILY (TONS)
WEEKLY (TONS)
MONTHLY (TONS)
Leaves —1,100 Tons over 3
months
18.33
91.65
366.67
Street Sweepings
18.75
93.75
375.00
Municipal Solid Waste @ 1%
0.1875
0.9375
3.75
Organic @ 35%
6.56
32.81
131.25
Soil/Gravel @ 64%
12.00
60.00
240.00
Based on the aforementioned collection amounts and using a standard 27 cy rear loader municipal
solid waste (MSW) truck to convert tons to equivalent loads as follows for Environmental Services:
8 trucks per day with an average 1.5 loads per day times 5 days per week times 4 weeks per month
yields the following:
8* 1.5 * 5 * 4 * 27 cy = 6,480 cy
6,480 cy of incoming vegetation per month from Environmental Services is expected. Further
assuming other departments account for 27.5% of the waste collected daily (average collection
rate chart) an additional 2,458 cy of incoming vegetative waste is expected. Therefore, the facility
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Compost FacilitySWPPP
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collects a total of 8,940 cy of vegetative waste monthly and a total of 107,280 cu yds. annually
(unprocessed).
Process Flow
Access to the site is located off Stantonsburg Road. The access road is dirt lined and maintained
in good condition. The site is secured to prevent unauthorized entry with a gate.
A responsible person on the Operations Team will be always on -site when the facility is open for
public use.
An -approximate 7-acre composting area is located on site. The area used for storage of compost
and composting materials is surrounded by an earthen berm on the down -slope side.
FIGURE 2. COMPOST ROWS
Materials arrive at the Compost Facility through the gated entrance (see general location map) and
are delivered to the Tub Grinder Area and there it is separated into one of two storage areas based
upon types offeedstock.
Feedstock 1, household yard waste (YW) includes leaves, pine straw, small shrubbery clippings,
grass trimmings, and vegetative waste collected by various City Departments. Feedstock 2, tree
trimmings, includes tree trunks, tree stumps, cleaned root balls, limbs, and large shrubbery
collected throughout the City. The two feedstock storage areas are clearly marked and supervised
by an onsiteoperator.
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City of Wilson
Compost FacilitySWPPP
NO WithersRavenel
140 Our People. Your Success,.
At the time each truck unloads, the operator of the truck and the Site Operator (or designee) will
inspect each load for MSW or unusable material. MSW and other material will be set aside and
properly disposed of each Wednesday and Friday or when needed to insure proper operation.
Further, all incoming material will be processed no later than 3 days after receiving, assuming all
equipment is operational.
Household YW is processed by a Vermeer 5000 Tub Grinder (or similar product), and once
processed the material is taken from the Tub Grinder Area and transferred to the Compost Area
where the material will be placed in windrows that will average 10-feet tall and 20-feet at the base
and each windrow will be separated by no less than 25-feet.
Each windrow is maintained according to date and to insure all local and state requirements for
composting are met, which include but are not limited to temperature, moisture and age. To meet
requirements, each set of windrows will be turned no less than every 3 days. The desired operation
to maintain a 4:2:1 mix (leaves: grass: brush) to insure proper nutrient rates (C:N) and optimal
composting rates.
Once proper temperatures are met (at least 131 degrees F for 3 consecutive days) and compost
no longer continues to rise in temperature after being turned, the curing process continues. At this
stage compost material remains in windrows where the total age shall be no less than 30 days.
and at that point moved to a final Product Storage Area, once there, products will periodically be
tested for heavy metals and nutrient content to inure product integrity. Product will be stored in
windrows similar in size and shape as described earlier.
Final product will be utilized by City Departments such as Parks and Recs, Environmental Services,
and Streets. Furthermore, product will be available to City employees, citizens and local
contractors when and where possible.
If and when outside parties desire compost: they will arrive at the facility through the gated
entrance and follow the path down toward the south gate, once there City equipment will load
the party and then exit the south gate. Facility hours will be limited to one day per week for the
general public.
The following best management practices are implemented on site:
• The facility is inspected for cleanliness and orderliness at the end of each day when
activities are performed on site
• During unloading, the loads are checked for inorganic materials or litter, which is disposed
in the on -site trash can
• An earthen berm was constructed on the down -slope side of the compost storage area to
prevent as much runoff that has contacted stormwater from discharging. The berm is
inspected regularly for breaches and for eroded areas
• A spill kit is stored on site inside the front-end loader
• On -site equipment (e.g., front-end loader) is regularly serviced to prevent vehicle leaks and
breakdowns
• Spill response procedures are practiced once per year
• No vehicle maintenance or fueling is performed on site
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Compost FacilitySWPPP
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• A 25-foot minimum distance is maintained between compost areas and swales or berms to
allow for emergency vehicle access.
Temperature Monitoring
Compost analytical testing shall not be required for Type 1 compost if temperature requirements
have been met and documented. The temperature of the compost is maintained at or above 55
degrees Celsius (131 degrees F) for three days and aerated to maintain elevated temperatures for
pathogen reduction.
Daily logs of temperature data (length of the composting period) are maintained along with the
other record -keeping requirements noted in Section 3.10. Onsite thermometers are calibrated
annually, and records of calibration are maintained as well.
Runoff Control
A review of the site operations was performed to identify methods to reduce exposure of materials
to rainfall and runoff flows. An earthen berm was constructed on the down -slope side of the
compost storage area to prevent runoff from stormwater that has contacted compost from leaving
the site.
One front end loader is stored on site, which is used for loading and unloading of compost. No
fueling or maintenance of the vehicle is performed on site and the vehicle is stored inside of the
berm when not in use.
FIGURE 3. FRONT-END LOADER STORED ON SITE
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City of Wilson
Compost FacilitySWPPP
3.8 Signage and Boundary Markers
::WithersRavenel
Our People. Your Success.
Signage that describes the types of materials received, the types of waste prohibited, operating
hours, permit number, and emergency contact phone numbers is posted at the site entrance. The
sign states that no hazardous waste, asbestos containing waste, or medical waste can be received
at the site.
3.9 Contingency Planning
The following table provides the names and telephone numbers for plant personnel and
emergency agencies that may be notified in an emergency due to equipment breakdown, spills,
and other adverse conditions.
TABLE 5. ACTION CALL LIST
ORGANIZATION
TELEPHONE NO.
COMMENTS
Mr. Noah Parsons
Mobile: [phone]
The first person tocall is the
(Emergency Coordinator)
Emergency Coordinator
Tiffanie Garner
If the Emergency Coordinator is
(Alternate Emergency
Mobile: [phone]
unavailable, contact thealternate
Coordinator)
Hospital
911
Call in case of injury
Fire Department
911
Call for fire or spill
919-733-5291
NCDEQ Division of Water
(7:30am - 4:30pm)
Call if a spill is reportable (see Section
Quality
800-858-0368
3.9.2)
(After Hours)
Call if situation requires assistance
[phone]
from, or coordination with, local and
North Carolina Division of
800-66ours)
State emergency response agencies.
Emergency Management
H
(After Hours)
This toll -free number ("StateWarning
Point Number") connects to the State
Highway Patrol.
3.9.1 Fire Prevention
Open burning of solid waste is prohibited at the site. The local fire protection agency has been
notified of the site use as a compost facility, and a copy of the notification is in Appendix F. Fires
sha I I be reported to the Division orally within 24 hours of the incident and inwritingwithin 15days
of the incident.
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3.9.2 Spill Prevention and Response
::WithersRavenel
Our People. Your Success.
A responsible person on the Operations Team will be always on -site during facility operations that
have the potential to contaminate stormwater runoff through spills or exposure of materials
associated with the faciIityoperations.
Potential areas where spills could occur on site are the compost storage and front-end loader
storage areas. Minor spills (e.g., vehicle leaks) that can be contained and cleaned with onsite spill
kits and properly disposed off -site. Larger spills that require mobilization are addressed with the
procedures below.
Mobilization
In the event of a spill, site personnel will mobilize the resources necessary to minimize the effects
of the spill on the environment. This includes the following actions:
1. Locate the source of the material release, determine the type of material, and estimate the
quantity of productreleased
2. Notify the fire department and/or hospital in the event of a hazardous spill or injuries (Dial
911)
3. Don the appropriate personal protective equipment
4. If possible, stop the spill at the source
5. Minor spills (e.g., vehicle leaks) are addressed with spill kits and the waste is properly
disposed
6. In the event of a larger spill, contact the Emergency Coordinator or Alternate Emergency
Coordinator listed in Table 5. ACTION CALL LIST
7. Notify appropriate Federal and State agencies listed in Table 5. ACTION CALL LIST
8. Take actions to prevent the spill from entering surface waters
9. Contact clean-up contractors if assistance is required for spill cleanup
Spill Cleanup
Site personnel will determine who has the experience and equipment to cleanup spills. Facility
personnel may manage small spills with the use of spill kits. Large spills may require the services
of an outside contractor. Potential contractors are listed below:
1) Eastern Environmental Management, Rocky Mount, [phone]
2) A&D Environmental and Industrial Services, High Point, [phone]
Cleanup practices used for removing spilled oil or chemicals are physical, mechanical, or chemical.
Containment is a prerequisite to effective and complete cleanup operation. Basic cleanup practices
are independent of the spill source and would be utilized for immediate cleanup of product for
subsequent recovery, treatment, or disposal.
Physical
Physical methods for cleanup of product include the use of shovels or squeegees. Containers will
be provided for waste materials to be removed, and cleanup crews can be assigned beforehand to
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manage this task. After cleanup, waste materials will be reclaimed or disposed at appropriate waste
disposal sites.
Mechanical
Mechanical methods for cleanup include the use of vacuum cleaning systems and pumps. Vacuum
cleaning includes industrial type vacuum cleaners or vacuum trucks, and pumping could include
pumping to a storage vessel or tank.
C'hamiral
Chemical cleanup of material can be accomplished with the use of sorbents, gels, and foams.
Sorbents are compounds that remove materials by surface absorption or by adsorption in the
sorbent bulk. Sorbents include materials such as activated carbon, polyurethane, polyolefins,
"universal sorbent material," clays, sawdust, straw, and fly ash. Sorbents adsorb only those
materials that contact their surface and therefore must be mixed into the oil, or the oil must be
passed through the sorbent.
iii. Spill Notification
Reportable spills include, but are not limited to, releases of sediment, oil, or hazardous substances
in excess of reportable quantities.
• Any visible sedimentation in a stream will be reported to the NCDEQ within 24 hours.
A report will be sent to NCDEQ within 7 days (see Part J of General Permit for report
requirements)
• Any discharge of more than 25 gallons of oil material or other hazardous substance (at
levels exceeding the reportable quantity) onto the ground will be reported to the
NCDEQ within 24 hours
• Spills of any size that are within 100-feet of surface waters will be reported to the
NCDEQ within 24hours
• Spills of any size that that result in an oil sheen reaching surface waters will be reported
to the NCDEQ and the National Response Center (NRC) within 24 hours
iv. Spill Kit List
Various tools and items may be used to aid in containing a spill. Adequate equipment and supplies
of materials are stored on site in the front-end loader. All employees who are expected to use the
kits are trained on the kit locations and the use of the materials.
3.10 Record Keeping
The following records shall be maintained for no less than five years and are available to the
division upon request:
1. Daily operational records that include temperature data (length of the composting period)
and quantity of material processed
2. Analytical results of compost testing; (not required for Type 1 facilities if temperature
requirements met [Rule.1407])
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3. The quantity, type, and source of waste received
4. The quantity of waste processed into compost
5. The odor management records required by Rule. 1405(10)
6. The quantity of compost removed for use or disposal and the market or permitted disposal
facility
An annual report for the period July 1 to June 30 shall be submitted by all facility owners or
operators to the Division by August 1 of each year and shall contain:
1. The facility name, address, and permit number
2. The total quantity in tons, with sludge values expressed in dry weight, and the type of
waste received at the facility during the year covered by the report, including tons of waste
received from local governments of origin
3. The total quantity in tons of compost produced at the facility during the year covered by
the report
4. The total quantity in tons of compost removed for use or disposal from the facility during
the year covered by the report
5. Monthly temperature monitoring to support Rule .1406
6. The results of analytical testing required by Rule .1407
Yearly totals of solid waste received and composted shall be reported back to the local government
of origin for annual recycling reporting.
Operational records and annual reports are documented in Appendix G.
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Signatures
The City of Wilson owns and operates the facility. The appropriate signatures are found on the
next page.
).0 Stormwater Discharge and Sedimentation and Erosion Control
Plan
There is no proposed soil disturbance or construction modifications for the site; therefore, no
sedimentation and erosion control plan are required for the site.
A berm has been constructed around the compost area and no other areas of concentrated flow
were identified during a site visit by the City; therefore, there are no stormwater discharges from
the site at thistime.
6.0 Drawings
Exhibit 1—General Location Map
Exhibit 2 — Site Map
7.0 Appendices
Appendix A —
Property Deed
Appendix B —
Zoning Letter
Appendix C —
Wetlands Information
Appendix D
— Soil Evaluation Report
Appendix E—
Personnel Training Records
Appendix F—
Fire Department Notification
Appendix G
— Operational Records And Annual Reports
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Signature page of applicant --
Name of facility 614 s+1^ ��so,� �e.noasl Si1,►
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
I understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management
Rules. I further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to comply with all such revisions or amendments.
� _ aoa�
( Signature Print Na a Date
SS tr ar�'f
Title
(ter � ,,/ W il, o.J
Business or organization name

City of Wilson
Compost Facility SWPPP
:O WithersRavenel
Our People. Your Success.
Exhibit 1— General Location Map

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LOCATION OF BERM ��!
•' 120 . WITH MIN.
DISTANCE '
}ACOMPOST OF 25' �, - f fir•
. .
FACILITY ENI RANCE 3
' •y WIT i GATE
ww
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H
•~.% APPROXIMATE 7-ACRE z a�
+� y COMPOST AREA
o • SANDY CREEK IS A TRIBUTARY TO HOMINY SWAMP AND IS THEX � � :' ' � -
GRAPHIC SCALE
PECEIVING WATER FOR THE STORMWATER DISCHARGE FROM THE ITE. - `' .���" 4 400 0 200 400 800
• HOMINY SWAMP IS NOT LISTED AS AN IMPAIRED WATER ON N DEQ'F �ry
MOST RECENT FINAL INTEGRATED REPORT.
• HOMINY SWAMP IS A DESIGNATED CLASS C, NUTRIENT SENSIVE �. 1 inch = 400 ft.
I
WATER (NSW), SWAMP WATER (SW) IN THE NEUSE RIVER BAS N.
S TOPOGRAPHIC CONTOURS WERE DERIVED FROM QL2 LIDAR
• THE NEUSE RIVER WATERSHED HAS AN ESTIMATED TOTAL M XIMU j DATA OBTAINED FROM NC SPATIAL DATA DOWNLOAD.
DAILY LOAD (TMDL) FOR TOTAL NITROGEN. 2022 Micrc soft co,�TRWPTQR�f4.Q9rAC UQWF22V(PM, Qrkggs NTYGIS.
Z

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FACILITY ENTRANCE-� rJ_
WITH GATEf _ ILL
APPROXIMATE
' LOCATION OF BERM a _ _ I-■
WITH MIN.
{` '} ,DISTANCE TO
Oki . COMPOST OF 25'
LOCATION OF Q
p `COMPOST PILES,
''k + i
GRAPHIC SCALE
• SANDY CREEK IS A TRIBUTARY TO HOMINY SWAMP AND IS THE I`
:
k�_
RECEIVING WATER FOR THE STORMWATER DISCHARGE FROM THE SITE. � � '� � -{ 'r' .'.. _ ;'�.;�.'}'�:
1000 0 500 1000 2000
• HOMINY SWAMP IS NOT LISTED AS AN IMPAIRED WATER ON NCDEQ'SMOST
RECENT FINAL INTEGRATED REPORT. f
{`
• HOMINY SWAMP IS A DESIGNATED CLASS C, NUTRIENT SENSITIVE I t _
1 inch = 1000 ft
WATER (NSW), SWAMP WATER (SW) IN THE NEUSE RIVER BASIN. -
- - —
• THE NEUSE RIVER WATERSHED HAS AN ESTIMATED TOTAL MAXIMUM '` — st
u{
TOPOGRAPHY SHOWN IS FROM WILSON AND SARATOGA
USGS QUADRANGLE MAPS. STRUCTURE LOCATIONS FROM
DAILY LOAD (TMDL) FOR TOTAL NITROGEN. ' �{ — —
WILSON COUNTY GIS.

City of Wilson
Compost Facility SWPPP
Exhibit 2 — Site Map
:O WithersRavenel
Our People. Your Success.

%I
,',
-� APPROXIMATE
� LOCATION OF BERM
-�" WITH MIN.
DISTANCE TO
COMPOST OF 25'
FACILITY ENTRANCE
WITH GATE
LEGEND
STREAM
li
FEMA 100-YR FLOODPLAIN
0
FEMA 500-YR FLOODPLAIN
FEMA FLOODWAY z 3
i 3
r u m
2-FT CONTOURS = —
N=oLL
10-FT CONTOURS4-1
v Y
s
PROPERTY BOUNDARY w
50'PROPERTY BOUNDARY BUFFER
APPROX.50'STREAM BUFFER
VL
70
O
APPROXIMATE 7-ACRE
COMPOST AREA. NO
COMPOST STORED IN AREAS
WITH HIGH GROUNDWATER
FACILITY EXIT -- - °m
WITH GATE
GRAPHIC SCALE
100 0 so 100 200
1 inch = 100 ft.
TOPOGRAPHIC CONTOURS WERE DERIVED FROM QL2 LIDAR
DATA OBTAINED FROM NC SPATIAL DATA DOWNLOAD.
J
w
0
a
w

City of Wilson ■■ WithersRavenet
Compost FacilitySWPPP ,, Our aeople.Your Success.
Appendix A — Property Deed

Page 1 of 3
K
_t
602658 PAGE 872
I loll Il l Ill lll�lllllllllllnlllllllll) 111 III Il �lllll iY I�
goo i0: 008128860003 Type; CRP
R000rded: 0110912016 at 04;01:47 PM
Pee AM: $26,00 Page 1 of 3
Revenue Tax: $0.00
WILSON, NC
L.i6a J. Stith Register of Deeds
BK2658 Pe872-874
Prepared by and Rehm to: Kelly V. Chase, Cauley Pridgen, P.A., P.O. Box 2367, Wilson, NC 27894-2367
Delinquent taxes, ifany, to be paid by the closing attorney to the county tax collector upon disbursement ofelosing proceeds,
STATE OF NORTH CAROLINA GENERAL WARRANTY DEED
OF GIFT
COUNTY OF WILSON PIN: 3730-17-5223; 3720-68-7879;
3721-60-7236
Revenue Stamps; $0,00
THIS DFFD, made and entered into this. day of ,Tune, 2016, by and between
MCCALL FARMS, INC., a South Carolina Corporation, hereinafter "Grantor", whose mailing address
is 6615 S. Irby Street, Effingham, SC 29541, to CITY OF WILSON, Grantee, Whose rnailing
address is PO Box 10, Wilson, NC 27894;
WITNESSETH:
THAT, for and in consideration of the desire of the Grantor to promote goodwill and to
support the operations of the Grantee, the Grantor has given, granted, rernised and released and
do hereby give, grant, remise, release and convey unto the Grantee, its successors and assigns, in
fee simple, that certain parcel or tract of land lying and being situate in Wilson County, North Carolina,
PIN numbers 3730-17-5223; 3720-68-7879; and 3721-60-7236 and as more particularly described
on Exhibit A attached hereto and incorporated herein by reference.
The property hereinabove described Was acquired by Grantor through Deed at Book 2560, Page
776 in the Wilson County Registry.
All or a portion of the property herein conveyed does not include the primary residence of the
Grantor.
TO HAVE AND TO HOLD the aforesaid parcel or tract of land, together with the privileges and
appurtenances thereunto belonging or in anrvise appertaining, unto the said Grantee, its successors and
assigns, in fee simple, subject to all restrictions, easements, rights of way and encumbrances of record.
CP Decd06072016

page 2 of 3
B102658 PAH873
FOR THE CONSIDERATION AFORESAID, the Grantor, for itself, its successors and/or
assigns, hereby covenants to and with the Grantee, its successors and assigns, that the Grantor is seized of
the promises in fee simple, has the right to convey the same in fee simple, that title is marketable and free
and clear of all encumbrances, and that the Grantor does warrant and will forever defend the title thereto
against the lawful claims of any and all persons whomsoever, subject to all restrictions, easements, rights
of way and encumbrances of record.
IN WITNESS, WIIEREOF, Grantor, has caused this deed to be executed this the day and year
first above written.
Hugh L, wilicox, Vir.
6�" -
Courtney A atCord
STATE OF SOUTH CAROLINA
COUNTY OF FLORENCE
Grantor -
By:
Print: _6�" AY 5k 1X'e
Title: A40,-;A4`` of McCall Farms, Inc.
ACKNOWLEDGMENT
(S.C. CODE ANN. 30-5-30(IB)(C))
1, the undersi one a otary Public in and for
the State of So Carolina, do hereby ecrtify that 3'"s 41MAg _ of
McCall Farms, Inc., personally appeared before mes day arid acknowledged the due
execution of the foregoing instrument, as his/her act and deed,
Witness my hand and official seal thi,
My Commission Expires:
CP need06072016

Page 3 of 3
BOOK 2 6 5 8 PAGE 8 7 4
r
Exhibit A
Legal Description
PIN 3730-17-5223:
BEING all of that certain tract of land as shown on that certain map entitled ".Recombination Plat,
Property of Bruce Foods Corporation," which map is recorded in Plat Book 35, Page 121 of the Wilson
County Registry.
PTN 3720-68-7879:
BEGINNING at a point, said point being the intersection of the southerly property line of Bruce Foods
Corporation with the westerly right-of-way of Norfolk Southern Railroad, thence along said railroad
right-of-way South 32 degrees 02 minutes 04 seconds East 547.32 feet to a point, cornering, thence South
79 degrees 23 minutes 26 seconds West 2123.24 feet to a point, cornering, thence North 14 degrees 15
minutes 34 seconds West 436.07 feet to a point, cornering, thence North 36 degrees 05 minutes 31
seconds West 399,09 feet to a point, cornering, thence North 61 degrees 32 minutes 52 seconds West
709.69 feet to a point cornering, thence North 23 degrees 06 minutes 56 seconds East 428.26 feet to a
point, being the common comer of Bruce Foods Corporation and Lincoln Mobile Home Park, cornering,
thence along Bruce Foods Corporation property line South 37 degrees 09 minutes 54 seconds East
1550.95 feet to a point, cornering, thence along Bruce Foods Corporation property line North 69 degrees
41 minutes 16 seconds East 1767.97 feet to the point if beginning being a portion of the real property
conveyed to Wilson County by deed from Willis N. Hackney, et al dated October 12, 1972 and recorded
in Book 1078, Page 75, Wilson County Registry.
PIN 3721-60-7236:
Beginning at a point in the Westerly right-of-way line of Norfolk Southern Railroad, said point being the
Southeasterly corner of Southern States Tobacco Co., Inc. property; thence from said point of beginning
South 32 deg. 24 min. East 2,975 feet along the Westerly right-of-way line of the Norfolk Southern
Railroad to a corner; thence South 69 deg, 20 min. West 1,770 feet to a confer; thence North 37 deg, 25
min. West 1,570 feet to the center of a ditch; thence along the center of said ditch the following; North 25
deg. 15 min. Bast 427.5 feet; North 45 deg. 36 min. East 459,2 feet; North 00 deg. 03 min. East 384.6
feet; North 4 deg. 18 min. West 116.0 feet; North 30 deg. 39 min. East 151.5 feet, North 33 deg. 30 ruin.
East I K6 feet; North 28 deg. 41 min. 62.2 feet; North 29 deg. 36 min, East 374.3 feet; and North 60 deg.
18 min. East 197.2 feet to the Westerly right -of -line of the Norfolk Southern Railroad, the point of
BEGINNING.
This Defter that there are no dertaiI sd vaarern real estate {axes, "Id the
Nhtson County Tax Cclledor is charged yAh m'.'ectag, that are a Len oa
parcel €dant'dcalicn Nember. 373017!W3000
Th€s is We certit ion that this Wren courtly Parcet Identification Number
marches the Deed descdipb—
RANDYA FAIRCLDTit CW nalerhme 619A63:45P
Tax Codledw Clerk
Ti ceNfws that there are ne del rlauent ad va'arem real estategxes, "Ich Ihu
LVisan CounryTax Cogs rs charged mth collecrng, that are alien on
Parcel Identdwbon Number. 3720N7879 000
Thh {s net a ceet�riearion Ihallh'ks Wi�on County ParceS ldenficatinn Number
matchestKia Deed de,.N tnn.
RANDY A FAIRCLCTH �q& D urr. o &9116 3:46 P
Tax Cc!ledor Clerk
CY Deed06472016
Thfs Denies that there are nodehnguent ad valorem real estatetares, %hich the
4'R7wn Coan{y Tar Collector ei charged with collecting, that are a renon
parcel IdeaLTvatlen 14Urnber. 3721007238 000
Th{sis or a certF—tw that this W.> , Ceurly Parcel Iderii number
marches this Deed deecripean.
RANDY A. FNIACUM , "2 oaterri" 619116 3:46 P
Tax Celeel« Cterk

City of Wilson ;: WithersRavenet
Compost Facility SWPPP Our People. Your Success.
Appendix B — Zoning Letter

NORTH CAROLINA
S Scott Hedgepeth — City of Wilson
PO Box 10
1800 Herring Ave
Wilson, NC 27894
To Whom It May Concern:
This letter is to inform all interested parties that the property in question for the proposed
"City of Wilson Compost Site", located on Stantonsburg Rd and further identified by
Parcel Number 3730175223.000 meets all criteria as set forth by the City of Wilsons —
UDO for purpose of and operation of a City owned Compost facility.
Should you have any further questions or concerns, please do not hesitate to contact me.
I thank you for your time and consideration in this matter.
Sincerely,
S Scott Hedgepeth — City of Wilson
Assistant Director of Public Works
CITY OF WILSON
Public Works Department - PO BOX 10 — \YI LSON, NC 27894 — 252.399.2425

City of Wilson
Compost Facility SWPPP
;:WlthersRavenet
Our Peaple. Your Success.
Appendix C — Wetlands Information

■ % i ! .. ■ .
d
1:12, 037
0 0.1 0.2 0.4 mi
0 0.15 0.3 0.6 km
t
� "IL
i
r,•
City of Wilson, NC - Compost Facility
It
.4 r,
id
•, sr- .S. r od Wildlife $ etional St2.ndaLds an OA, a �.
-- etlands te"'�Tr1@(ets_ -
September 22, 2022
Wetlands Freshwater Emergent Wetland Lake
Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland ❑ Other
Estuarine and Marine Wetland Freshwater Pond Q Riverine
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper

City of Wilson
Compost Facility SWPPP
:O WithersRavenel
Our People. Your Success.
Appendix D — Soil Evaluation Report

SEASONAL HIGH WATER TABLE DETERMINATION
City of Wilson — Compost Facility
Stantonsburg Road SE
Wilson County, North Carolina
Three Oaks Job #22-7020
Prepared For:
Rebecca Stubbs, PE
McAdams
2905 Meridian Parkway
Durham, NC 27713
Prepared By:
324 Blackwell Street, Suite 1200
Durham, NC 27701
[phone]
March 11, 2022
C I. M0,0?
7�Qp
Q-
��
Evan T. Morgan

INTRODUCTION
McAdams is investigating a proposed composting facility for the City of Wilson located on
Stantonsburg Road SE in Wilson County, NC. The proposed Compost Area is approximately 22-
acres of a larger 46.5-acre Project Site (Figure 1). As part of the application process, a soils
investigation detailing soil type and depth to the seasonal high-water table (SHWT) is required.
Three Oaks Engineering (Three Oaks) has been retained to perform the soil investigation.
INVESTIGATION METHODOLOGY
The Web Soil Survey was referenced prior to the field investigation to get an overview of the
possible soil series located at the compost area. The Gritney and Norfolk soil are mapped at the
proposed compost area (Figure 2). Information for these series is listed in Table 1.
Table 1. Map Unit Symbol, Soil Series and Taxonomic Classification
Map Unit Symbol Soil Series Taxonomic Class
GtB2 Gritney Fine, mixed, semiactive, thermic Aquic Hapludults
NoA, NoB Norfolk Fine -loamy, kaolinitic, thermic Typic Kandiudults
The field investigation was performed on February 23-24, 2022, by Evan T. Morgan, LSS and
Michael G. Wood, LSS utilizing hand turned augers. The majority of the site is fallow field. There
were areas that had recent fill material deposited on the surface. Multiple borings also indicated
varying amounts of fill material that have been tilled, or otherwise incorporated, into the top 6-10" of
the surface horizon.
Observations of the landscape (slope, drainage patterns, etc.) as well as soil properties (depth,
texture, structure, color, seasonal wetness, restrictive horizons, etc.) were recorded. Soil profiles were
described per the USDA-NRCS, Field Book for Describing and Sampling Soils, version 3.0. Soil
color was determined with a Munsell Soil Color Chart. Supplemental borings were also completed in
areas of micro delineation.
RESULTS
Thirty-seven (37) soil profiles and thirty-nine (39) supplemental borings were conducted within the
Compost Area (Figure 3) to map the SHWT across the landscape.
A SHWT was observed at every boring location prior to 36 inches below the ground surface and are
shown on Figure 4. Contiguous areas of seasonal wetness less than 12-inches were identified on the
site and are shown on Figure 4. As noted, past land use has altered the native soil as depth to seasonal
wetness was highly variable across the entire Compost Area, even in areas of similar landscape
position. Fill material and compaction were observed consistently throughout the Compost Area.
Soil profiles and borings that exhibited plastic or very plastic clay mineralogy were generally
representative of the Gritney soil series. The remaining borings were generally representative of the
Norfolk soil series. Full soil profile descriptions and a key to profile abbreviations are attached. The
NRCS OSD for the Gritney and Norfolk soil series is appended.
City of Wilson Compost SHWT March 11, 2022
Three Oaks Job #22-7020 1

CONCLUSIONS
The findings presented herein represent Three Oaks' professional opinion based on our soil
investigation. A SHWT was observed within 36-inches of the ground surface throughout the
proposed Compost Area. Depth to seasonal wetness was highly variable throughout the site.
Due to the inherent variability of soils to change over short distances, the soil profile descriptions
presented in this report may not be representative of the entire soil system of the Compost Area. This
report is provided to assist in the application for the Compost Area by providing the soil information.
The proper regulatory agency must issue the final permit. Any concurrence with the findings in this
report would be made at that time.
City of Wilson Compost SHWT March 11, 2022
Three Oaks Job #22-7020 2

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SHWT Determination
City of Wilson Compost Site
Stantonsburg Road
Wilson County, North Carolina
Project Site
Compost Area
Date: March 2022
Scale: 0 90 180 Feet
Job No.:
22-7020
Drawn By:
ETM
I Checked By:
MGW
Figure

Compost Area
USDA-NRCS Soils
:. _ = GtB2 - Gritney sandy loam, 2-5% slopes, moderately eroded
14. NoA - Norfolk loamy sand, 0-2% slopes
I
- NoB - Norfolk loamy sand, 2-6% slopes
SHWT Determination
City of Wilson Compost Site
Stantonsburg Road
USDA-NRCS Soils Map
Wilson County, North Carolina
Date: March 2022
Scale: 0 50 100 Feet
I I I
Job No.:
22-7020
Drawn By:
ETM
Checked By:
MGW
Figure

' •; 14 .
F.
P
P .►
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M10
3 B1
131
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M
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Soil Borings
0 > 24" Wetness
13-24" Wetness
IL
U < 12" Wetness
Figure 1 1 3
SNOD
SHWT Determination
City of Wilson Compost SiteStantonsburg
Road
Soil Borings Map
Wilson County, North Carolina
Dace: March 2022
Scale: 0 50 100 Feet
I I I
Job No.:
22-7020
Drawn By:
ETM
Checked By:
MGW

L mq
1 6 P
I 6,
y
2' 1
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2
1 0 r:
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Compost Area
Soil Borings
0 > 24" Wetness
' : • - ,- 0 13-24" Wetness
n
< 12" Wetness
b
< 12" Wetness Soils
y.
Figure
t° SOI130 L
8
Dace: March 2022
SHWT Determination
t R y
s` � `�'• " City of Wilson Compost Site
0 50 100 Feet
? Stantonsburg Road
Job No.:
"��" Soil Wetness Depth Map
Wilson County, North Carolina
Scale:
I I I
22-7020
Drawn By: Checked By:
ETM MGW

SOIL EVALUATION FORM
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324 Blackwell Street, Suite 1200
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919.732.1300
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SOIL EVALUATION FORM
Three Oaks Engineering lob: G' j G' fA4, C
324 Blackwell Street, Suite 1200 County: or/
Durham, NC 27701 Date:7-z(f_1z
919.732.1300 Sheet:_5- of 12-
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SOIL EVALUATION FORM
Three Oaks Engineering JobC'J, ,¢ to,013,&, •
324 Blackwell Street, Suite 1200 County: la,'liar,
Durham, NC 27701 Date: Z Z�.L-.
919.732.1300 Sheet: d of I Z.
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SOIL EVALUATION FORM
Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919.732.1300
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SOIL EVALUATION FORM
Three Oaks Engineering Job: P"Isfn ry10
324 Blackwell Street, Suite 1200 County:("kp)
Durham, NC 27701 Date: 2- 2q-Z Z
919.732.1300 Sheet:of�
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Soil Evaluation Form
` Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919.732.1300
Soil Borings
Sheet Hof 1Z
Job: kv,`fsuw CV
County:L�+�Ys o .,
Date: Z_ 2.3-Zz
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Clay Mineralogy
Horizon 5 Depth
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Consistence
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Gay Mineralogy
Soil Wetness
i
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Restrictive Horizon
Saprolite
Other
CLASSIFICATION
LTAR (gpd/ft')
_
Comments:
Evaluated by:

Soil Evaluation Form
Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919.732.1300
Soil Borings
Sheet 1 b of JZ
Job:04 a''
County:f��
Date: Z ZN zZ
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Soil Wetness
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Restrictive Horizon
Saprolite
Other
CLASSIFICATION
LTAR (gpd/ftz)
Comments;
Evaluated by ; C

Soil Evaluation Form
y.
Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919.732.1300
Soil Borings
Sheet I L.of PL
Job: co,* -
County: V,`1s&i
Date: 2- : q - Z
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Restrictive Horizon
Saproiite
Other
CLASSIFICATION
LTAR (gpd/ftz)
Comments:
Evaluated by: M , VjDO i

Soil Evaluation Form
Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919.732.1300
Soil Borings
Sheet ! — of 1Z
Job:Lv`tw,
County: L0k,,
Date: 2-2 V - 2 Z
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Structure
Clay Mineralogy
Soil Wetness
Comments:
Evaluated by: A . vjw.1h _

Key to Abbreviations for Soil Profile Descriptions

HORIZON AND LAYER OESIONATIONS
use capital fetters to identify master horizons; 09 , A, B.
Use suffixes (lowercase letters) to denote additional lmarizon
characteristics or features; e.g., Ap, ark. [For more detailed criteria,
see the 'Soil TaKvrromy' section [p. 4.1]; for complete definitions,
sac Keys to Soil Taxaseyny [Sell Survey Staff, iglu],) label a
horizon (assign horizon desig naton) only arbor all morphology rs
recorded-
NAMR AND TRANSITIONAL HORIZONS AND LAYERS '-
Identify the master horizons of [he sail profile.
Horizon
Criteria
(expanded detain listed in "Sail Taxonomy' section)
O
Organic sorl mabenats (not limnic).
A
Mineral; organic matter (humus) locumuWtiai loi 5
of Fe, Al, clay.
AB
or AE
Dominantly A horizon charaderlstics but also
Or RC
contains some B, E, or C horizon attributes.
AIR
or A/ E
Discrete, in[e<m ingled bodies of A and B, E, or C
or A/C
material; majority is A material.
E
Mineral; some loss of Fe, AI, clay, or On matter.
EA
or ES
Dominantly E horizon characteristics but also
or EC
contains some A, B, w C horizon attributes.
E/A
Discrete, intermingled bodies of E and A or B horizon
or EIR
mgterlal; majority 0 hpri;on is E material-
E and at
Thin, hear ier textured lamellae (Bt) within a
B and E
dominantly E horizon (or thin E wikhln dominantly 6
horizon).
BA
Or BE
Dominantly B characteristics but contains A, E, or C
or BC
horimn attributes.
B/A
or 6/ E
Discrete, interm ingled bodies of B and A, E, or C
r BI
oC
material; majority of horizon is B material.
Subsurface accumulation of clay, Fe, A], Sri, humus,
B
CaCO Ca50,; or loss of CaCO-; or accumulation of
sesquroxldes; or subsurface soil structure.
CB
Dominantly C honzon charactenshGs but also
w CA
contains attributes of the B or A honzon.
CIB
Discrete, intermingled bodies of C and B Or A
w C/A
material; maj wits of horizon is C material.
C
Little or no pedogenlc alteration, unconsolidated
earthy material, soft bedrock.
L
Union; soil materials.
A layer of hquld water (W) or permanently frozen
W
water (NyQ within or beneath the salt (excludes
waterlice above soil),
M
Root -I i m iting subsoil layers of hu man -manufactured
ma[erla69-
R
Bedrock, strongly cemented to indurated.
HORIZON SUFFIXES-Hlstorica]ly referred to as'Horirvn
Subscripts,"'Subord lnate Distiectiwms,"; "Ftorlzwl-DeslgnaLat-
Suthx" in NASIS, and as 'Suffix Symbols" in mil taxonomy 1.
[Historical designationi and conversions are shown in the "Sail
Taxonom y' section.)
Horizon
Suffix
CrBrarla
(expanded details listed In "Sail 7axenomy'secnanJ
■
Highly decomposed organic matter (used only with O)
as
(proposed) Accumulabon of anhvdnte (C;SO,)
b
turned genebc horizon (not used with C horizons)
c
Concretions or nodules
co
Copmoenous earth (used Only with W
Of
Den— layer [physically root restrictive]
di
Diatomaceous earth (used only with L)
0
Moderatefy decomposed organic matter (used only
with D)
f
Permanently frozen sot or Ice (permahost);
contra uous subsu rfaca ice; not seasonal ke
Permanently frozen sail ['Dry" permafrost]; no
eplDnuous Ice; not se i scri ice
g
Sarong gley
III
Iauvlal organic matter accumulation
f
Slightly decmnpr..d organic matter [used only with 0)
1
larosfta accomulabop
JJ
Ewdenim of cryoturbabon
It
Pedogenic CaCO accumulation (S50% by voI J
kk
Major pedogenic cam actumulatlon (s50%by vol.)
In
COnbouaas [ementahon [pedogenic)
me
Marl (used Only wdh L)
n
Pedogenic, exchaoggabw sodium accumulator
O
tiesldual wsquIoxlde accumulabon (Wogeaic)
p
Plow layer or other amfllcwf disturbance
q
Secondary (Vedcgemc) slhca annimulatlon
r
Weathered or soft bedrock
r
Ill"'al sesqulgxlde and organic matter accumulation
se
Presence of su]hdes (in mineral or organk horizons]
ItIlluvial
accumu lawn of silicate day
It
Presence of human -manufactured materials [artifacts)
Plinthkte
Weak color or structure within B (u and only with B)
X
Frogipart chara[rerislics
y
Accumulabon of gypsum
Yy
Dommance of gypsum (ri 250% by vol.)
9
Pedogenic accumulation of salt more sobaWe than
gypsum
SOIL TEXTURE
sea reemre a tuba ­l prvpa men (+tubert parptnlagq)
of the Band, sot, and Gray separates in the finarearm frscum
(52 many. Sad mtwm a F W wvrnowd by haod w lab mea and
ay bydrora r r or pipe ve and placed mthin the textural trim pia w
obtain Tsxmre Gne.
Record lee Texture Cl—: e.g-, Mom; cr Saaclass; e.g-, hae
seedy room; or choose a T. in Lk. of'ni etuna; e.g., grave(- If
anaaprxte, soon 7.%Wre cio. Nrxdnler; e.a., fore.
NOTE: Sail Textan Inxludes ante the bne•ea ran fraction (s2 rim)
WL4I6-011
P&!di-Sao Disbributi0:�' wovdms the fo-woorih
frwtb (s7 mm, wt %) and coarse fragmens 1r2 man). [Aare:
For fragments A75 mm n diameter, yrsually estimate the vote me
percent, which Is then converted to a waght basis using the
esaima cl particle density Iod] and bulk density [B j.)
TEXTURECLASS-
Team re Class air
Subclass
Coda
CA—
NASIS
Coarse Sand
Gas
DOS
Sand
S
s
Fine Sand
h
FS
Very Free Sand
yfa
VF5
Loamy Ccaxs* Sand
'Coa.
LOOS
Loamy Sand
Is
LS
Loamy Fne Sand
ns
LFS
Loamy Very Fine Sand
N*
WF5
Coarse Sandy Loam
cost
COSL
Sandy Loam
sl
St.
Fine Sandy Isom
im
F5L
Very Fine Sandy Loam
44
VF5L
Loam
i
L
Silt Loam
so
SIL
Sit
w
SI
Sandy Clay Loam
sd
SCE.
Clay Loan
d
CIL
Silty Clay Loam
sill
SICL
Sandy day
sc
5C
Silty Clay
W
sic
Clay
c
C
(Soil) Textural Trlangte:
F •ni• eae} -aKr�v Caasis (—j
9a -
no - - -
� aaT yG 4
srxrdy I.Y 4
d.y a
IL d.v ro.a. roar
derto.m
Fran dy d.r I —
Olt :arm le
annd a rely 'ra i
F Sand sararase, tub
TEXTURE MO DIFFERS-Canven uons For usi no'ROck Fragment
Texture Modifiers' and For using textural adjectives that convey the
'%volume" ranges for Reek Fragments - Quantity and Size.
crag-
ROCk Ffadmant Mod Mot usaaa
Content
Will. %
sl5
No texture class modifier (noun only; e.g., iaam).
15 bf c35
use fragmentsim adjective with bexture class;
e.g., praveffy ;corn
35. 160
U.'—ry'.1th (rag.—seze adjective with
texture class; e.g., nary orweN ldam.
60 W s90
13se'axuarttety" w:th fragment-sdz ad]ectwe with
texbne cuss; e.g., exrramely gr—ehfy,roam.
a90
No adjective or mOd.her. IF SIG% lone earth, use
the appropriabe frapmeno-sDe cla55 name far the
domanan t s;ze class; e.g., gra el, use Teri Dead
in Lleu of It=w (see table on p• 2-43).

CONSISTENCE
Consistence is the degree and kind of cohesion and adhesion that
sat exhibits and/or the resistance of soil to deformation or rupture
under an applled stress. Soil -water state strongly influences
tmiw en[e. Field tvallatiwis of tdfisiReoce irlfludt? Rupture
Resism nice (Blocks, Peds, and Gods; or 5urface Crusts and
Plates), Manner of Failure (Brittleness, Fluidity, Smearinass),
Stickiness, Plasticity, and Penetration Resistance. Historically,
consistence applied to dry, moist, or wet soil as observed In the
field. Wet consistence evaluated stickiness and plasticity. Rupture
Rasiste nee now applies to dry soils and be soils in a water state
from moist through wet Stickin ass and Plastic fty of soil are
Independent evaluations-
RIIPTIIRE RESISTANCE —A measure of the strength of soil to
withstand an applied stress. Separate estimates of Ru Pptre
Resistance are made for Blocks/Pads/Clods and for Surface
Crusts and Ptates of sail. Rlork-shaped specimens should he
approximately 2.8 cm across. It 2-8-cm cubes (e.g.. - 2-5.3-1 can,
or I Inch) are not obtai nabie, use the following equa ttan and the
table below to calcuia to the stress at failure! ((2.8 cmjcube length
cm)' X estimated stress (N) at failure]); e.g., for a S.S-Cm cube
j(2.8/5.6} X 20 N) = S N -� Soft Crass- Rate -shaped specimens
(sarfaoe crusts or platy structure) should be approximately
l.g-1.5 cm long by 0. S cm thick (or the thickness of occurrence, if
�0-5 cm thick].
RUPTURE RESISTANCE FOR:
Blocks, Pods, and Clods -Estimate the class by the force required
to rupture (break) a sou unit. 5elect the column for the appropriate
soil water state (dry vs. moisr) andfor the Cementation column, if
applicable -
Dry i
Plnkt r
Cementation I
Sp cc l In mr
deers
cede'
dins
coil,'
cl►rs
code •
Falls tinder
Loose
L
Looso
L
jtnrec; specimen
d[]o)
Milo)
[trot ApplEatNe]
not o6kj
bo ri
Soft
5
Wry
VFR
Nor.
NC
vary slight forts
Friable
ceae w
bet— angora.
d(so)
m(ufr)
`$ H
Slighpy
5H
Fri ble
FR
Exhr.—,dy
EW
Hard
weekly
slight force
cennsitad
betwrri angers.
a to 20 H
d(sh)
ni
Had.
MH
Rrm
Fl
Wry
VW
Hard
weekly
Hcdnure fonce
Gmarted
between fingers.
20 to s40 N
d(h)
m(R)
Herd
HA
very
VFI
was hr
w
5y,e„y
Rrm
Grnellced
between angers
d(vh)
m[rar
c[w)
4o to ten h
Very
vH
Erm
EF
Ho6araaeEy
H
Nodersm farce
Hand
Russ
rAmmted
bet— hands.
d(vh)
m{ea)
tam Alto N
hrbr
tH
Slightly
SR
Strongly
ST
y6&t9rwsursey
Heed
"'d
Citinarr d
fain boat' iWilght
d(ei,]
m(eft)
C(s)
160 to `90o p
"A
R
m'Ola
R
defy
Its
5tsvngiy
Blare of c3) but
Cemr144
not toady welght-
aOe if
d(eh)
m(0)
Very
vR
v—v
VR
b,durated
I
Blots of 2:3 )
Rgid
Rigid
(3 1 = Z kg
dropped
dtehl
m(eh)
cf tl
n-It)
is cm
sTIC smos nie capauty or suit W aohere I Other obl-U
stkcklnsss is estinfaled all the rpdisturB mirtenL that displays the
greatest adherence when pressed between thumb and rorehnger.
Stleklness
Cede
Criteria: work mgletenad sell
Cnnx,
NA515
Clara
between thump and rorefiriW
r3onstld \r
[w) sg
So
uu.le Gr no SGiI adheres to Fingers
after release or pressure.
,hghtH
Self adheiRs to both ringers after
a Llcky
(w} Ss
55
release or pressure Soil strvtchez
IWtle on sepfdriibon of Rngi r9,
Moderateiv
Soil adheres to bath hngem after
SIGky'
(W)5
MS
release of pressure Sail strei[hes
some an wparwon of Rngun.
Sad adheres riarfy to both ringer
Vary sticky
(w) vs
FVS
after release orpmswra sell
Stretches Brea Lly upon sapamtion
or fingers.
fitaKoneaily, the Moxf rwaly 51wcki, class was wrocliy called Sticky
PLASTtC"Y The degree to which'puddled' or reworked soil
tank pervronerlLly eleformed without ruaLurfng. The evalualioq is
made by fern fnq a roll (Witt) of Soil at a water[u n Lent will art the
maxirnun• plocLICpy Is expressed
Plasildly
Code
Criteria= make a roll of soil
Class
Con Y. I Xp$IS
4 c,n tong
Will cat form d rnp b mm, In
Nonplesu[
(w) p0
pA
diameter, or If a roll -5 formed, It
cant support Itself if held on rid
SLghby
{w) cis
SP
♦z mil+ diameter roll supports itself;
pla5ll[
4 min dlamaher roll tlaes Rol.
Maiderately
(coy P
MPa
4 mm diameter rap supports Itself;
PiONLK :
mn• diameter roll does I,ol
Very
(wj rp
VP
7 mm diameter rail supports its
PlaStlt
weryhi
f
�1 IF IFM �M R
2 mm 4 mist 6 mm 4 cm
SOIL COLOR
DECISION FLOWCHART FOR DESCRIBING SOIL COLORS —Lice
the for l ow rng chars tg decade how and with which data elements tha
color patterns of a stet or soil Feature should be described.
Matrix Color
fiq
dornrr,,7�s lots
Color
or
Is the color
a maths Co or? Mixed/
Intermingled
dlstri rrtixod,
w transrtronal rrorimns,
such as B/A
Other
Colors MGif!
(nwrmaurr mrwsy �
Is the Color associated with lrthochromrc Color;
a r-oatJstam, film, e.g., 10YR 8/1
r.,,.r.,rttr=r;rte rtr ylbbslte; g ay Shares
� is the feaLure-1,
formed by oxidation
and reduction
� processes
vcs I
Redoximorphic Feature
{RMF)
Ca1rcenV4r , deplelirnr, ar
reduced matrix color
Nan-
redoximorphlc
Feature
1 CWrrendrdtgn or Ped
and vord Surface
Feature; e.g.,
carbonate mass,
tray film, and organic
MOTE: Reduced matriy color is described as a matrix roles and in
the associated "(Sop Color) - Lotatkyn or Condition peectibad Table
(SOIL) MATRIX COLOR—IZernrrl the color(.), Moisture state,
and Location or condition.
(Soil) Matrix Color - (Soil) Color —Identify the soil matrix
color(s) with Mu nsell nc notation (Hue, Value, Ch rorrla); e.g„
I OYR W. For neutral colors, ch roma is Zero but not shgwni
e.g., N 4/. ror other gley colors, use appropriate notation (See
Munselr,)➢ gley pages; e.g., SGY S/I ]. For narrative descriptions
(sail survey reports. Official Soil Series Descriptions), both the
verbal name and the Murmell* notation are given; e.g., dark
brawn, IOYR 3/7-

Reference:
Schoeneberger, P.J., D.A. Wysocki, E.C. Benham, and Soil Survey Staff. 2012. Field book for
describing and sampling soils, Version 3.0. Natural Resources Conservation Service,
National Soil Survey Center, Lincoln, NE.

LOCATION GRITNEY NC+AL GA
Established Series
Rev. AG
01/2000
GRITNEY SERIES
The Gritney series consists of very deep, moderately well drained soils that formed in fine -textured sediments on
Coastal Plain uplands. Permeability is slow. Slopes range from 0 to 15 percent. Average annual precipitation is
about 50 inches and mean annual temperature is about 65 degrees F. near the type location.
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Aquic Hapludults
TYPICAL PEDON: Gritney sandy loam -- cultivated, on a 3 percent slightly convex slope (Colors are for
moist soil.)
Ap--O to 6 inches; brown (1 OYR 513) sandy loam; weak medium granular structure; very friable; many fine
roots; moderately acid; abrupt smooth boundary. (2 to 10 inches thick)
BE--6 to 9 inches; yellowish brown (1 OYR 5/6) sandy loam; weak medium subangular blocky structure; friable;
few fine prominent yellowish red (5YR 5/8) masses of iron accumulation; few fine roots; moderately acid;
abrupt smooth boundary. (0 to 8 inches thick)
Btl--9 to 17 inches; yellowish brown (10YR 516) clay; common medium prominent red (2.5YR 418) mottles and
few medium prominent dark red (2.5YR 316) masses of iron accumulation; moderate medium subangular blocky
structure; firm, slightly plastic, slightly sticky; few fine roots; few faint clay films on faces of peds; strongly
acid; clear smooth boundary.
Bt2--17 to 37 inches; yellowish brown (10YR 516) clay; common medium distinct light brownish gray (10YR
612) iron depletions and common medium prominent red (2.5YR 418) masses of iron accumulation; moderate
medium subangular blocky structure; very firm, plastic, sticky; few fine roots; common, distinct clay films on
faces of peds; very strongly acid; clear wavy boundary.
Bt3--37 to 49 inches; 30 percent yellowish brown (1 OYR 516), 30 percent strong brown (7.5YR 516), 20 percent
red (2.5YR 418), and 20 percent light brownish gray (1 OYR 6/2) clay; weak coarse subangular blocky structure;
firm, plastic, sticky; few fine roots; few distinct clay films on faces of peds; the areas of red are iron
accumulations and the areas of light brownish gray are iron depletions; very strongly acid; clear wavy boundary.
(Combined thickness of the Bt horizon is 20 to 50 inches.)
BC--49 to 58 inches; 25 percent strong brown (7.5YR 516), 25 percent red (2.5YR 4/8), 25 percent light
brownish gray (10YR 6/2), and 25 percent yellowish brown (1 OYR 5/6) sandy clay; weak coarse subangular
blocky structure; friable, slightly plastic, sticky; the areas of red are iron accumulations and the areas of light
brownish gray are iron depletions; very strongly acid; gradual wavy boundary. (0 to 15 inches thick)
C--58 to 70 inches; 30 percent strong brown (7.5YR 516), 25 percent red (2.5YR 418), 25 percent light brownish
gray (10YR 612), and 20 percent yellowish brown (10YR 516) sandy clay loam; massive; friable; the areas of red
are iron accumulations and the areas of light brownish gray are iron depletions; very strongly acid.
TYPE LOCATION: Northhampton County, North Carolina; about 5.6 miles east of Jackson on U.S. 158, 100
feet south of U.S. 158 in cultivated field and about 90 feet east of cemetery located in cultivated field. State
Plain Coordinate, X 2,490,200, Y 983,600.

RANGE IN CHARACTERISTICS: Solum thickness ranges from 35 to 60 inches or more. The soil ranges
from extremely acid through strongly acid unless limed. Quartz and ironstone pebbles range from 0 to 10
percent throughout the soil. COLE is estimated to be less than 0,09 throughout the soil, Silt content of the
control section is less than 30 percent.
The A or Ap horizon has hue of7,5YR to 2.5Y, value of to 5, and chroma of to 6. Texture is loamy sand,
loamy line sand, sandy loans. line sandy loam. or loam. Eroded phases are sandy clay loans or clay loam. Texture
is loamy sand, loamy fine sand, sandy loam, Fine sandy loam, or loam.
The E horizon, where present, has hue of IOYR to 2.5Y, value of 5 to 7, and chroma of 3 to 6. Texture is loamy
sand, loamy fine sand, sandy loam, fide sandy loans, or loam.
The BE or BA horizon, where present, has hue of 7.5YR or IOYR, value of 4 to 7, and chroma of 4 to S. Texture
is sandy loam or sandy clay loam.
The upper part of the Bt horizon has hue of 5YR to 2.5Y, value of 4 to 6, and chroma of 4 to 8. Iron
accumulations in shades of red or brown are present in most pedons. [roil depletions are within the upper 24
inches of the Bt horizon. Tile middle and lower part of the Bt horizon has hue of 5YR to 2,5Y, value of 4 to 7,
and chroma of 3 to S, or it is a combination of colors in shades of gray, brown, red or yellow. Texture is clay,
clay loam, and sandy clay. Some pedons have thin subhorizons of sandy clay loam.
The BC or CB horizon, present in most pedons, has colors and textures similar to those of the lower part of the
Bt horizon.
The C horizon or 2C horizon is variable in color but commonly has a combination of colors in shades of brown,
red, gray and yellow. Texture is sandy clay loam, loam, or clay loam with lenses, pockets or strata of loamy
sand, sandy loam, or sandy clay. In some pedons, the lower part of the C horizon is clay.
The Cg or 2Cg horizon. where present has hue of 1 OYR to 2.5Y, value of 3 to 7, and chroma of 0 to 2.
Redoximorphic features are common in shades of gray, brown, red, and yellow. Texture is sandy clay loam,
loam, or clay loam with lenses, pockets or strata of loamy sand or sandy loam. In some pedons, the Cg or 2Cg
horizon may have texture of clay.
COMPETING SERIES: These are the Anncmaine, Beason, Cid, Cnivell, Creedmoor. Dogite, Eulonia, Helena,
l ig!IUM, Nemours, Nevarc, Newco, Peawick, ltosenwall, Sacul, Sheva, Stapp, Vinita, and Walftcver soils.
Annemaine soils are on stream terraces and have about 3 meg1100 gin. of Ca and Mg content in the Bt horizon.
Benson, Craven, Ncvarc, Peawick, and Woltlever soils contain 30 percent silt or higher in the Bt horizon. In
addition, Nevare soils are commonly on steep slopes and are non -arable. Cid, Sheva, Rosenwall, and Vinita have
paralithic contact within 40 inches. Creedmoor soils have higher coefficient of linear extensibility and more
exchangeable aluminum in the lower Bt horizon. Dogue, Eulonia, and Nemours soils have an apparent water
table. llelena and Lignum soils have C horizons forined in saprolite with rock structure. Newco soils do not have
a seasonal high water table within 60 inches of the surface. SaCUI soils have a high shrink -swell potential in the
argillic horizon. Stapp soils have paralithic contact within 60 inches.
GEOGRAPHIC SETTING: Gritney soils are on ridgetops and side slopes of the Coastal Plain uplands, usually
above an elevation of 20 feet, Slopes commonly are 2 to 10 percent, but range from 0 to 15 percent. The soils
have formed in fine -textured Coastal Plain sediments. Average annual precipitation is about 50 inches and mean
annual temperature is about 65 degrees F. near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: These are Bonncau, Came-ic, Caroline, Cowarts, Dothan,
Duplin, Faceville, Fuquay, Goldsboro, Marlboro, Norfolk, Orangeburg, and Wagram soils. These soils are on
nearby landscapes. Bonneau and Wagram soils are on slightly higher areas and have arenic surface. Carnegie,
Dothan and Fuquay soils are on higher areas and they contain over 5 percent nodules of plinthite and have thick
sola. In addition, Fuquay soils are arenic. Cowarts soils are on similar topographic positions as Gritney soils but
they have a fine loamy control section. Goldsboro, Norfolk and Orangeburg soils may be on slightly higher or

lower smoother areas and have thick, line -loamy control sections. Caroline, Duplin, Faceville and Marlboro
soils are commonly on higher, smoother areas and they have a thick, clayey sola.
DRAINAGE AND PERMEABILITY: Gritney soils are moderately well drained; moderate to very rapid
runoff; and slow permeability.
USE AND VEGETATION: Gritney soils are used for crops, pasture and forest land. Principal crops grown are
corn, soybeans, small grain, cotton, peanuts and hay and pasture. Wooded areas are mixed hardwood and pine.
Tree species include white oak, post oak, southern red oak, red maple, sweetgum, hickory, elm, ash, American
sycamore, beech, and loblolly pine. Common understory plants are American holly, dogwood, sassafras,
sourwood, and waxmyrtle. Threeawn is a common native grass.
DISTRIBUTION AND EXTENT: North Carolina, Alabama, Florida, Georgia, and Virginia, and possibly
South Carolina.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Holmes County Florida; 1971.
REMARKS: (1) Responsibility for Gritney series was transferred to North Carolina in 1986. (2) The
classification of this series was changed with the 12I86 revision - from clayey, mixed, thermic Typic Hapludults
to clayey, mixed, thermic Aquic Hapludults. This is based on selected water table studies.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 9 inches (a and BE horizons).
Argillic horizon - the zone from 9 to 49 inches (Bt horizon).
Aquic conditions - periodic saturation and iron depletions in the zone from 17 to 70 inches (Bt2, Bt3, BC and C
horizons)
Characterization analysis for typical pedon (S85NC-131-1) was completed by NCSU.
ADDITIONAL DATA: MLRAs: 133A, 153A
1A13ULAR SERIES DA1A:
S0I-5 Soil Name Slope Airternp FrFrlSeas Precip Elevation
NCO201 GRITNEY 0- 15 59- 68 200-250 45- 55 20- 350
SOI-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness
NCO201 NONE 1.5-3.0 PERCHED DEC -APR 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
-CEC-
NCO201
0- 9
LS LFS
0- 0
85-100
5-10
1-
4
NCO201
0- 9
SL FSL L
0- 0
80-100
10-25
2-
7
NCO201
0- 9
SCL CL
0- 0
80-100
20-35
4-
8
NCO201
9-58
C SC CL
0- 0
90-100
35-60
7-
13
NCO201
58-70
SR LS SCL
@- 2
55-100
10-35
2-
8
SOI-5
Depth
-pH-
O.M. Salin Permeab
Shnk-Swll
NCO201 0- 9 3.5- 6.0 .5-2. 0- 0 6.0- 20 LOW
NCO201 0- 9 3.5- 6.0 .5-2. 0- 0 2.0- 6.0 LOW
NCO201 0- 9 3.5- 5.5 .5-1. 0- 0 0.6- 2.0 LOW
NCO201 9-58 3.5- 5.5 0.-.5 0- 0 0.06- 0.2 MODERATE
NCO201 58-70 3.5- 5.5 0.-.1 0- 0 0.06- 6.@ LOW
National Cooperative Soil Survey

LOCATION NORFOLK NC+AL AR FL GA 5C VA
Established Series
CMOIRev. JAK
11 /2005
NORFOLK SERIES
MLRA(s): 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods, 153B-Tidewater Area
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agricultural): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runoff. Negligible to medium
Permeability: Moderate (Saturated Hydraulic Conductivity: Moderately high)
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
Hillslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarine deposits
Slope: 0 to 10 percent
Elevation (type location): Unknown
Mean Annual Air Temperature (type location): 62 degrees F.
Mean Annual Precipitation (type location): 49 inches
TAXONOMIC CLASS: Fine -loamy, kaolinitic, thermic Typic Kandiudults
TYPICAL PEDON: Norfolk loamy sand --cultivated. (Colors are for moist soil unless otherwise indicated.)
Ap--O to 9 inches; grayish brown (1 OYR 512) loamy sand; weak fine and medium granular structure; very
friable; nonsticky, nonplastic; few fine and medium roots; darker -colored material in old root channels; strongly
acid; clear smooth boundary. (3 to 10 inches thick)
E--9 to 14 inches; light yellowish brown (IOYR 614) loamy sand; weak medium granular structure; very friable;
nonsticky, nonplastic; few fine and medium roots; darker -colored material in old root channels; strongly acid;
clear smooth boundary. (0 to 10 inches thick)
Bt1--14 to 17 inches; yellowish brown (10YR 5/6) sandy loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few fine and medium roots; few faint clay films on faces of peds; strongly
acid; clear wavy boundary.
Bt2--17 to 38 inches; yellowish brown (IOYR 5/6) sandy clay loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; many fine and medium pores; few faint clay films on faces of peds;
strongly acid; gradual wavy boundary.
130--38 to 58 inches; yellowish brown (IOYR 5/6) sandy clay loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; few fine faint strong brown (7.5YR
416) and few prominent yellowish red (5YR 5/8) masses of oxidized iron and few fine distinct pale brown
(IOYR 613) iron depletions; strongly acid; gradual wavy boundary.
Bt4--58 to 70 inches; yellowish brown (IOYR 516) sandy clay loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; common medium distinct yellowish

red (5YR 518) masses of oxidized iron and pale brown (1 OYR 613) and light brownish gray (10YR 612) iron
depletions; I percent, firm yellowish red plinthite nodules; strongly acid; gradual wavy boundary. (Combined
thickness of Bt horizon is 40 to more than 60 inches.)
BC--70 to 82 inches; variegated brownish yellow (10YR 616), strong brown (7.5YR 5/6), and yellowish red
(5YR 516) sandy clay loam; weak medium subangular blocky structure; friable; slightly sticky, slightly plastic; 5
percent firm, brittle plinthite nodules; strongly acid; gradual wavy boundary. (0 to more than 15 inches thick)
C- 82 to 100 inches; variegated red (2.5YR 418), strong brown (7.5YR 518), brownish yellow (10YR 618) and
gray (1 OYR 511) sandy clay loam; massive; friable; slightly sticky, slightly plastic; strongly acid.
TYPE LOCATION: Robeson County, North Carolina;1.25 miles south of Parkton; 300 feet west of State Road
1724 and 60 feet south of faun road.
RANGE IN CHARACTERISTICS:
Thickness of the sandy surface and subsurface layers: 3 to 19 inches
Depth to top of the Argillic horizon: 3 to 19 inches
Depth to the base of the Argillic horizon: 60 to more than 80 inches
Depth to top of the Kandic horizon: 3 to 19 inches
Depth to bedrock: Greater than 80 inches
Depth to Seasonal I Iigh Water Table: 40 to 72 inches, January to March
Soil Reaction: Extremely acid to strongly acid, throughout except where limed
Rock Fragment Content: 0 to 5 percent, by volume throughout; mostly quartz pebbles or ironstone nodules
Plinthite Content: 0 to 4 percent to a depth of 60 inches and 0 to 10 percent or more below 60 inches
RANGE OF INDIVIDUAL HORIZONS:
Ap horizon or A horizon (where present):
Color --hue of 10YR or 2.5Y, value of 4 to 7, chroma of i to 4
Tcxturc--loamy sand, sandy loam, fine sandy loam, or loamy fine sand. Sorne pedons are fine sand or sand.
E horizon:
Color --hue of 10YR or 2.5Y, value of 4 to 7, chroma of 2 to 6
Texture --loamy sand, sandy loam, fine sandy loam, or loamy fine sand. Some pedons are fine sand or sand.
BE horizon (where present):
Color --hue of 10YR or 2.5Y, value of 4 to 6, chroma of 3 to 8
Texture --sandy loam or fine sandy loam
Bt horizon (upper):
Color --hue of 7.5YR to 2.5Y, value of 5 to 8, chroma of 3 to 8
Texture --sandy loam, fine sandy loam, sandy clay loam, or clay loam
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown and iron
depletions in shades of brown, yellow, or olive
Bt horizon (lower):
Color --hue of 7.5YR to 2.5Y, value of 5 to 8, chroma of 3 to 8
Texture --sandy loam, fine sandy loam, sandy clay loam, clay Ioam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron depletions in
shades of brown, yellow, olive, or gray
BC horizon or BCt horizon (where present):
Color --hue of 5YR to 2.5Y, value of 4 to 7, chroma of 3 to 8, or variegated in shades of these colors
Texture --sandy loam, fine sandy loam, sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron depletions in
shades of brown, yellow, olive, or gray

C horizon:
Color --hue of 2.5YR to 5Y, value of 4 to 8, chroma of 3 to 8, or is variegated in shades of these colors
Texture --loamy coarse sand, loamy sand, loamy fine sand, coarse sandy loam, sandy Ioam, fine sandy loam,
sandy clay loam, clay loam, or sandy clay. Some pedons have layers of coarser or finer textured materials.
Redoximorphic features --masses of oxidized in shades of red, yellow, or brown and iron depletions in shades of
brown, yellow, olive, or gray
COMPETING SERIES:
Orangeburg soils --have hue of 5YR or redder throughout the Bt horizon
Thursa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
GEOGRAPHIC SETTING:
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
Hillslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarine deposits
Elevation: 30 to 450 feet
Mean Annual Air Temperature: 57 to 70 degrees F.
Mean Annual Precipitation: 35 to 55 inches
Frost Free Period: 190 to 245 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Aycock soils --are in a fine -silty family
Bonneau soils --have an arenic soil surface
Butters soils --are in a coarse -loamy family
Caroline soils --are in a fine family
Craven soils --are in a fine family
Duplin soils --are in a fine family
Exum soils --are in a fine -silty family
Faceville soils --are in a fine family
Foreston soils --are in a coarse -loamy family
Goldsboro soils --are moderately well drained
Marlboro soils --are in a fine family
Noboco soils --have siliceous mineralogy
Lakeland soils --are sandy throughout
Lynchburg soils --are somewhat poorly drained
Rains soils --are poorly drained soils
Orangeburg soils --have hue of 5YR or redder throughout the Bt horizon
Pantegg soils --are very poorly drained soils
Thursa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
Wagram soils --have an arenic soil surface
DRAINAGE AND PERMEABILITY:
Depth Class: Very deep
Drainage Class (Agricultural): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runoff. Negligible to medium
Permeability: Moderate (Saturated Hydraulic Conductivity: Moderately high)
USE AND VEGETATION:
Major Uses: Mostly cleared and used for general farm crops.
Dominant Vegetation: Where cultivated --corn, cotton, peanuts, tobacco, and soybeans. Where wooded --pines
and mixed hardwoods.

DISTRIBUTION AND EXTENT:
Distribution: Alabama, Arkansas, Florida, Georgia, North Carolina, South Carolina, and Virginia
Extent: Large
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Cecil County, Maryland,1900.
REMARKS: The June, 1988 revision recognized the low activity clay properties of this soil as defined in the
low activity clay amendment of Soil Taxonomy, August
1986. 10/2004, changed water table from 4.0-6.0 ft to 3.3-6.0 ft to cover depth that would be included in the
typic subgroup versus associated soils in the Oxyaquic subgroup. Diagnostic horizons and features recognized in
this pedon are:
Ochric epipedon--the zone from the surface to a depth of 14 inches (A and E horizons)
Kandic horizon --the zone between 14 and 70 inches (13t horizon)
Argillic horizon --the zone between depths of 14 and 70 inches (Bt horizon)
ADDITIONAL DATA: (1) U.S. Department of Agriculture, Soil Survey Laboratory Data and Descriptions for
Some Soils of Georgia, North and South Carolina. Soil Survey Investigations Report No. 16; SCS, in
cooperation with Georgia, North Carolina, and South Carolina Agricultural Experiment Stations; Pages 65, 67,
69. (2) U.S. Department of Agriculture, Certain Properties of Selected Southeastern United States Soils and
Mineralogical Procedures for Their Study, Southern Cooperative Series Bulletin 61 (S-14); Soil Conservation
Service, Agricultural Research Service and cooperating Experiment Stations; tables 64, 67, 68. (3) U.S.
Department of Agriculture, Selected Coastal Plain Soil Properties, Southern Cooperative Service and
cooperating Experiment Stations; pages 40, 42, 44, 46.
1IF4►:11)W.►1XI olI'll l *117:NIFET
SOI-5 Soil Name Slope Airtemp FrFrlSeas Precip Elevation
NCO037 NORFOLK 0-10 57-70 190-245 35-55 30-450
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO037 NONE 3.3-6.0 APPARENT 7AN-MAR >S0 -
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0037 0-14 SL FSL 0-0 95-100 5-18 1-4
NCO037 0-14 L5 LFS 0-0 92-100 2-8 1-3
NC0037 14-38 SL SCL CL 0-0 91-100 18-35 2-4
NC0037 38-70 SCL CL SC 0-0 98-100 20-43 2-5
NC@037 70-100 VAR - - - -
SDI-5 Depth -pH- ❑.M . Salin Permeab Shnk-Swll
N00037 0-14 3.5-5.5 0.5-2.0 0-0 2.0-6.0 LOW
NCO037 0-14 3.5-5.5 0.5-2.0 0-0 6.0-20 LOW
NCO037 14-38 3.5-5.5 0.0-0.5 0-0 0.6-2.0 LOW
NCO037 38-70 3.5-5.5 0.0-e.5 0-0 0.6-2.0 LOW
NCO037 70-100
National Cooperative Soil Survey
U.S.A.

City of Wilson
Compost Facility SWPPP
;:WlthersRavenet
Our Peaple. Your Success.
Appendix E — Personnel Training Records

Compost Facility, Large Type 1- Annual Training Record
Date Print Name Signature Last 4- SSN

.7.2.2 PERSONNEL TRAINING RECORD.
The following information documents employee -training records. The trainer will initial the type of
training performed.
QA2 P
11
ATTENDEE
�GL�
S� "ECTS
TRAINING TYPE
New
Employee
Train
Exercise
Briefing
t4l C.
L�
OG`

City of Wilson
Compost Facility SWPPP
;:WlthersRavenet
Our Peaple. Your Success.
Appendix F — Fire Department Notification

Wilson Fire/Rescue Services
307 Hines Street West 1 Wilson, NC 27893
October 25, 2022
To Whom It May Concern:
Albert L. AlstonFireL ucl'
Telephone. [phone] I Fam 252.399.2893
In reference to the City of Wilson compost site, Wilson Fire and Rescue Services has full access
to the site. There are multiple hydrants located within 500 feet of this location and the city is
planning to add another hydrant to the cite over the next several months for suppression of any
fires that may occur. With the referenced available hydrants and equipment that the City of
Wilson and Wilson Fire and Rescue Services has on hand, agencies should be able to contain and
extinguish a fire in the compost piles located on this site.
If you have any additional questions regarding this matter please contact me at 252-399-2891.
Sincerely
Albert L. Alston Jr, MS, EFO, CFO, MI-FireE
Fire Chief
a
�P�CCRE4IS
Internationally Accredited Agency

City of Wilson
Compost FacilitySWPPP
::WithersRavenel
Our People. Your Success.
Appendix G — Operational Records And Annual Reports