WQ0021632_More Information Received_20221006

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0021632
Applicant/Permittee City of Burlington
Email Notifications
...............................................................................
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Robert Roth
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
13364034324
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Perm it Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0021632
Has Current Existing permit number
Applicant/Permittee Address*
PO Box 1358 Burlington NC 27216
Facility Name*
City of Burlington Class A Residuals Program
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
W00021632 Add Info 10_6_22.pdf 2.78MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
R RA;0
Submission Date 10/6/2022

October 5, 2022

NCDENR-DEQ
Division of Water Resources
Land Application Permitting and Compliance Unit
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636

ATTENTION: Mr. Erick Saunders

REFERENCE: Application No. WQ0021632
Additional Information Request
City of Burlington DCAR
Alamance County

Dear Mr. Saunders:

On behalf of the City of Burlington, please see a response to the additional information
th
request received September 15, 2022, below. Each item is listed in chronological order just
as stated in the additional information request.

C. Distribution of Class A Materials Form DCAR 06-16:

1. As requested, each item listed has been addressed and updated in the attached DCAR
form. Additionally, a more in depth narrative specific to the composting operation is
also attached.

2. As requested, this item has been addressed and updated in the attached DCAR form.
This update reflects the currently permitted operations with respect to tonnages. Also a
slightly amended quantitative justification is provided.

D. Operations and Maintenance Plan (O&M Plan):

1. An operations and maintenance plan specific to the composting operations is now
attached to this letter.

E. Residuals Source CertificationRSC 06-16 RSC:

1. It is not intended that any changes will be made to the currently permitted tonnages.
An updated RSC summary form is attached.

2. A combination of analyticaldata was used to complete the RSC form for South
Burlington. The initially submitted form was correct and used the attached analytics.
Additionally, the initially submitted TCLP included all materials generated by the City
of Burlington. It was intended that Pages 14 through 19 of 31 of the TCLP data be
284 Boger Road, Mocksville, NC 27028 Phone: [phone]

used concerning mostof therequired TCLP constituents. Thesample ID for this
material is “SBWWTP Cake”. The questionaround apH of 12.75wasaresult of
material being lime stabilized at the East Burlington WWTP. Lastly, another copy of
the TCLP data is attached to this letter.
Lastly, it is requested that each source be named just as stated on the attached RSC summary
form.
If you require additional information or have further questions, please contact me at
[phone] or [e-mail]. Thank you in advance for the timely and efficient
review of this modificationapplication.
Sincerely,
284 Boger Road, Mocksville, NC 27028Phone:[phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .1100 – DISTRIBUTIONOF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
dPleaseuse the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
informationrequested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section’s Non-Discharge Permitting Unit website
General – Thisapplication is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
.
residualsunder 15A NCAC 02T .1100
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A.Distribution of Class A Residuals (FORM: DCAR 06-16):
Submit the completed and appropriately executedDistribution of Class A Residuals(FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
The project name should be consistent on the plans, specifications, etc.
The Applicant’s Certification on Page 3 ofthis formshallbe signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
If this project is for a modification of an existing permit, submit one copy of the existing permit.
Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B.Application Fee (New and Major Modification Application Packages)
Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality(NCDEQ).
1
Facility ClassificationNew PermitMajor Modification
Major (residuals permitted for distribution ,000 dry tons/year) $1,310$395
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810$245
1
- A major modification shall be defined as any permit modification that: increases the generating facility’sresiduals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C.Cover Letter (All Application Packages)
List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16Page 1 of 3

D. Program Information (All Application Packages)
Provide a narrative explaining the following:
How the materials will be handled and transported from where the residuals were produced to where it will be treated.
How the residuals will be processed/treated (attach process flow diagram).
How leachate collection will be handled.
Where the residuals will be stored until processed.
How the final product will be distributed (packaging, bulk, etc.)
What nutrients or other constituents(i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are usedor recommendedas the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
Name and address of the person who prepared the residual that is sold or given away.
A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
Information on all applicable setbacks in accordance with 15A NCAC 02T .1108(b).
A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B), including leakage and pressure testing as appropriate.
Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN – NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (May be Required – See 15A NCAC 1C .0300)
Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.

INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
Safety measures; may include safety training program, manuals, signs, etc.
Spill response plan; including control, containment, remediation, emergency contact information, etc.
Inspection plan including the following information;
Names and titles of personnel responsible for conducting the inspections.
Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
Sampling and monitoring plan including the following information;
Names and titles of personnel responsible for conducting the sampling and monitoring.
Detailed description of monitoring procedures including parameters to be monitored.
Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.

ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT

By U.S. Postal Service:By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone]FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .1100 – DISTRIBUTIONOF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1.Applicant's name: City of Burlington
Applicant type: Individual Corporation General PartnershipPrivately-Owned Public Utility
Federal State Municipal County
Signature authority’s name per 15A NCAC 02T .0106: Shane Fletcher Title: Residuals Management Coordinator
Applicant’s mailing address: PO Box 1358
City: Burlington State: NC Zip: 27216-
Telephone number: [phone]Email Address: [e-mail]
2.Consultant’s name: N/ALicense Number(for P.E.):
Affiliation: On StaffRetained (Firm: )
Consultant’s mailing address:
City: State: Zip: -
Telephone number: ( ) - Email Address:
3.Fee submitted: N/A (SeeInstruction B)
II.PERMIT INFORMATION:
1.Application is for (check all that apply):new, modified, renewed permit
2.If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0021632
Date of most-recently issued permit: 8/18/2017
Date of most-recently certified Attachment A (if different than the permit): N/A
III.FACILITY INFORMATION:
1.Name of residuals processing facility: Source Specific
City: State: Zip: -
Coordinates: Latitude: Longitude:
Datum: Level of accuracy:
Method of measurement:
County where facility is located:
2.Facility contact (person familiar with residuals preparation):
Name: Shane Fletcher Title: Residuals Management Coordinator
Mailing address:PO Box 1358
City: Burlington State: NCZip: 27216-
Telephone number: [phone]E-mail address: [e-mail]
FORM: DCAR 06-16Page 1 of 3

3.Is the residual process facility also the generator? Yes; No
If No, please specify delivery frequency and quantity of residual to be processed: Source Specific
4.Length of residuals storage at facility: Mackintosh WTP: 365 Days, SouthWWTP:60days (Note: the Division requires
minimum30 days storage in units that are separate from treatment system, i.e. not in clarifiers, aeration basins, etc.)Mackintosh
IV.RESIDUALS QUALITY INFORMATION:
1.Specify how these residuals will be distributed:
sold or given away in bags or other containers; lawn (bulk); home garden (bulk);
other(explain); WTP material is land applied by contractor, WWTPcompostmaterial sold/given awayin bulk
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away ina bag or other receptacles with a
load capacity of one metric ton or less.
2.Complete the following if residuals are to be mixed with other materials:
Amounts to be added
Type of Materials
per 1.0 dry ton of residuals (dry ton)
Woodchips and leaves4 tons
3.Approximate amounts of the residuals received and processed at the facility: South WWTP: dry tons per year: 450 dry tons
4.Approximate amounts of the finalproduct(processed residuals) to be distributed: South WWTP:dry tons per year: 2250 dry
tons
5.Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): See narrative
6.Does the facility have a stormwater management plan? X Yes; No
Explainwhether the treatment and storage areas are under roof or how stormwater runoff will be handled: South WWTP
composting facility is under roof with approximately squarefeetof processing/storageavailable. Additionally approximately
an uncovered asphalt pad is available for further processing and storage. Any stormwater from this pad is captured via storm
drains and isprocessed within the South WWTP.
V.RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submitthe attached Residuals Source Certification and all associated documentation.
RSC 06-16.doc
FORM: DCAR 06-16Page 2 of 3

Introduction
In 1999, the Burlington City council agreed to allocate funds to construct a small-scale compost
facility at the South Burlington WWTP capable of processing 5.5 dry tons of biosolids per day.
Although the compost facility would not be large enough to compost 100% of the daily sludge
production of the wastewater plant, it would be large enough to answer some important questions such
as:
1. Could the City produce a quality and compliant compost at a reasonable cost?
2. Is the local demand for compost enough to warrant an expansion of the compost
operations?
3. How will the cost of processing compost to a Class A residual compare to the cost of
hauling Class B sludge from year-to-year?
Construction on the compost facility began in 2001 and the first sludge was dewatered in 2002. The
compost facility operated in a ‘test’ mode in the time between the completion of construction and the
time the permit to operate a compost facility was received from the NC Department of Environment
and Natural Resources in September of 2003.
This annual report has been assembled as a condition of the Distribution of Residual Solids ( 2T )
Permit, #WQ0021632.

I. DESIGN CRITERIA
Design Flow: 5.5 dry tons feed sludge per day
Equipment Description:
NumberEquipmentPurpose
2 Grinder pumps Transfer residuals from existing storage tanks
1 2-meter belt press Dewater feed sludge to 16% – 20% solids
nd
1Berth for 2 2-meter belt press (future)

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1 Conveyor Transfer dewatered sludge to mixing area
2
1 25,500 ftOpen area Storing amendment material
2
1 1,710 ftCovered area Blending dewatered residuals and amendment material
2
1 1,875 ftCovered areaStoring amendment material
1 Agricultural Feed Mixer Blending dewatered residuals and amendment material
2
Covered area Composting blended residuals/amendment material
1 35,700 ft
11 5-Horsepower blowers Aerating static piles (Maximum of 22 static piles)
3
1 153 yd Trammel screen Screening composted product and recovery of amendment
2
1 15,000 ftOpen area Final curing and maturation and storage of Class A product
2
1 900 ft biofilter Capture and treat odor-generating compounds in the facility
2
1 4,900 ft biofilter Capture and treat odor-generating compounds in the facility
1 Polymer Feed System Assist with the dewatering of residuals

II. PROCESS DESCRIPTION
The goal of the Compogro compost facility is to consistently produce a Class A EQ material that is
suitable for a variety of uses on land that has no post-application restrictions. Class A residuals have
the greatest degree of pathogen reduction and are considered to be very safe. All domestic residuals
which are to be distributed to the public for use for landscaping must meet one of the alternatives for
Class A pathogen reduction found in 40 CFR Part 503.30.
Class A pathogen reduction must meet one of the following criteria:

1.A fecal coliform density must be less than 1,000 MPN (most probable number) per gram of
total solids (dry weight)
OR
2. A Salmonella sp. bacteria must be less than 3 MPN per 4 grams of total solids (dry weight)
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The City of Burlington has selected the former criteria (fecal coliform <1,000 MPN) as the preferred
method to determine compliance with the pathogen reduction requirements. This is achieved by
following the time and temperature guidelines in 40 CFR 503.
In addition to the pathogen reduction requirements, Compogro must also meet all of the Vector
Attraction Reduction (VAR) requirements of Class A residuals. All domestic residuals which are to be
distributed to the public for landscaping must meet one of the alternatives for vector attraction
reduction listed in 40 CFR 503.33. The City achieves compliance by following the time and
temperature guidelines provided by the USEPA.

The City of Burlington Compogro Compost facility has developed a system for building aerated piles
and collecting and recording data necessary to ensure that all the requirements of Class A compost are
being achieved.

III. RECORDKEEPING PROCEDURES
A record of the aerated static pile temperatures is enclosed to demonstrate that the piles meet the
required temperatures for the designated time to achieve pathogen reduction and vector attraction
reduction. The document is titled Compost Pile Temperature’s. Aerated static piles are assigned an
identifying number that establishes the date that the pile was built, and the blower that was used to
aerate the pile. The format is year, month, day, and blower number. For example, the number
030109-07 would indicate that the pile was started on January 9, 2003 and was aerated using blower 7.
Each pile is monitored for temperature with at least four thermometers. We are satisfying the 40 CFR
503 pathogen reduction requirements by keeping the compost above 131 degrees F for three (3)
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consecutive days (72 hours minimum). We are satisfying the 40 CFR 503 vector attraction reduction
requirements by keeping the compost above 104 degrees F and an average of greater than 113 degrees
F for a minimum of fourteen (14) consecutive days. In reviewing these logs you will see that we are
maintaining the aerated static piles for longer than 21 days, and keeping the temperatures elevated for
longer than the regulations require. The piles on the Compost Pile Temperature log sheet were
followed onto the curing piles and into the finished compost product piles.

The City has included copies of residuals analyses for the finished compost product from American
Testing Technologies Inc. All of the results support the EQ designation of the compost and are
included in a separate section of this report.

IV. “COMPOGRO” COMPOST SAMPLING PROCEDURES
The Static Aerated Piles
The aerated static piles are constructed under a roof to protect the pile from wind and rain. Before
building the pile, the base or bed is made with a 4 inch perforated airline placed down the center of the
bed. The airline is connected to a blower creating positive or negative pressure so that air can be
forced or pulled through the compost pile. The blowers are controlled by timers that turn themon or
off as needed to supply airflow to the piles. After thebiosolids and amendment (wood chips and
leaves) are mixed together, the mixture is placed on the 4 inch perforated pipeto build the static
aerated pile and to begin the composting process. The mixture of biosolids and amendment is then
covered with a six to eight (6 – 8) inch blanket of amendment to insulate the pile.
After building a pile, a minimum of four (4) thermometers with 48-inch probes are placed at various
locations and depths throughout the pile to monitor the temperatures of the compost pile. The
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temperaturesare recorded daily to track the composting process. Results are entered into a database to
track each pile with a unique identifier to make sure it meets the regulatory requirements. The
thermometers are left in place during the time required to achieve compliance with the time and
temperature requirements for the process to further reduce pathogens (PFRP) and for vector attraction
reduction. We have not had any trouble reaching the prescribed time and temperature requirements in
our static piles.

Curing and stabilization
After our static compost piles have met the requirements for time and temperature, the compost is
moved to the curing pile for a minimum of 21 days for further stabilization. We keep one thermometer
in the curing pile (which can be a combination of several aerated static piles) and record those
temperatures as well. We have found that the curing process often requires more than 21 days and may
take as many as 50 days.

Sampling Finished Compost for Fecal Coliform, Metals and Nutrients
After the curing process is completed the material is screened to separate the reusable amendment
from the compost. At this point the finished compost is ready to be sampled and analyzed for fecal
coliform to demonstrate successful pathogen reduction. The finished compost pile is sampled for fecal
coliform in the following manner.

A core sampler is disinfected for use to collect the samples. The core sampler is used to take core
samples within the compost pile at different depths and locations through out the compost pile to get a
good composite sample of the product. We collect four (4) cores in a sealable plastic bag or sterile
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fecal bottle to make one composite sample, and collect a minimum of three (3) composite samples for
each batch of finished compost. That means that we are taking samples of twelve (12) different
locations in the pile.
The fecal samples are collected in sterile fecal bags and are sent directly to the lab for analysis. The
samples are hand delivered to the Cityof Burlington wastewater lab (Certificate No. 188). A dry
solids analysis and the fecal test require about four days turnaround from sample collection to
reporting of the data. Sample results are recorded and laboratory reports are maintained in the files.

Similar sampling techniques are used to collect samples for nutrient and metals analyses. Those
samples are contained in the sealable plastic bags and sent to American Testing Technologies, Inc. in
Akron, Ohio. A sample is also collected and sent to the NCDA&CS. This data will be used to
formulate the information sheets that are given to the purchaser of the compost. These analyses will
be performed within 60 days of distribution of the finished product, and the results will be maintained
on file.

Test for Re-growth of Fecal Coliform
If the compost is not distributed within 60 days of an acceptable analysis, the pile will be resampled
for fecal coliform using the same technique described above prior to distribution.
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City of Burlington Compost
Operations and Maintenance Plan

Operational Functions
The operational function of this program involves belt pressing sludge from the South
Burlington Wastewater Treatment Plant by Compost Facility staff and mixing the cake material
with woodchips and leaves to make permit compliant Class A compost that can be sold to the
public. This requires;
Having reliable operational equipment in place
Having trained staff
Belt pressing sludge to make cake material
Having amendment onsite to mix with cake
Collecting all permit required sampling
Record keeping

Safety Measures
The City of Burlington has an established safety program in place that employees are
refreshed yearly on.
This facility is inspected yearly by the City of Burlington’s Safety Director and all findings
are addressed and corrected to his satisfaction.
Signage is employed to warn the public or any visitors of dangers, exits and restricted
areas.
The entrance to our Compost loading area is closed off with a cable that is controlled by
facility staff
The loading area is marked and while loading is taking place the public remain inside
their vehicles.
When loading is complete, the buyer must cover the load with a tarp or other type of
cover to prevent loss of compost during transport.
There are no keys left in equipment after hours of operation.

The breaker for the Kuhn mixer is off in the control building at all times unless we are
making compost.
Our compost area is protected from fire by a dry sprinkler system that is inspected
yearly by an outside contractor. All issues are corrected as soon as possible by this
contractor.
Before the sale of compost is complete, all buyersare provided with a Utilization
Agreement which includes agronomic analysis. This agreement lists all the permit
requirements and conditions that the end user must follow.
Equipment Maintenance Schedule
General MaintenanceofCompost equipment is handled by Compost Facility employees
on an as needed basis. Complex maintenance or repair is handled by the Water Resources
Dept. Plants Maintenance Division. All maintenance on our John Deere loader and Freightliner
tandem dump truck is scheduled by the City of Burlington’s Equipment Services Division while
maintenance on the Erin Screener is handledby an outside contractor once per year.
Sampling
The City of Burlington’s Residuals Management Coordinator or his designee will schedule
and collect all permit required samples and follow all Chain of Custody.All sample data and
records are kept onsite at the Compost Facility.
Nutrient and Metal samples will be collected as required for permit compliancefrom
each finished compost pile and sent to contract laboratories for analysis.
TCLP will be collected once per yearand sent to a contract laboratory for analysis.
3 composite samples with each composite sample consisting of 4 core samples will be
collected on each finished compost pile to run fecal coliform analysis to determine if the
pile is Class A compliant. This analysis will be conducted by The City of Burlington
Laboratory.
Every 60 days we reanalyze for fecal coliform if the finished compost pile has not been
distributed to ensure Class A compliance.
Each finished pile has 1 grab sample taken and sent to the North Carolina Department of
Agriculture for Agronomic nutrient analysis.
A record is kept of all woodchip and leaf deliveries.
Each static pile is uniquely numbered and will have 4 thermometers that will be used to
track daily temperature.

Inspection
The Facility is inspected Mon – Fri bythe Residuals Management Coordinator or
Compost Facility staff. Shift operators from the South Burlington Wastewater Plant record pile
temperatures and keep watch on the facility on weekends and holidays.
Daily temperature checks of compost static, curing, and finished piles.
Weekly inspections of the sprinkler system.
Weekly inspections of storm water drains and retention pond.
DOT required inspections of transportation vehicles.
City of Burlington required safety policy inspections.
All inspection records are kept onsite.
Any inconsistenciesor causes for concern found during any inspection are addressed in a
timely manner by Compost Facility staff, City of Burlington Plants Maintenance staff,and
Cityof Burlington Fleet Maintenancestaff or outside contractors.

Last Reviewed
4/28/2022

SOUTH BURLINGTON WASTEWATER TREATMENT PLANT
QUANTITATIVE JUSTIFICATION FOR RESIDUALS

The following is a record of the last 3 years in which class A material was distributed
from the above referenced plant:

Year Dry Tons Removed
20210
2020 244.93
2019 575.84

As shown above the last year material was generated and distributed under this Class A
permit was 2020. This was done because ofincreasing cost and currently available
alternate disposal options. However, it is requested that the currently permitted tonnages
be kept in place.

City or Burlington, NC
Attn: Sharon Wagoner
1302 Belmont Street
Burlington, NC 27215
Date Received: 01/06/2022
Date Reported: 02/24/2022
Date Collected: 01/04/2022
Time Collected: 0915
Client ID #: Mackintosh Lagoon 9 2
,.aboratory ID #: 010622-26
41000
American Testing Technologies, Inc.
Certificate of Anal sis
Parameter
Results
Units
Method
Date of
Number
Analysis
Reactive Cyanides
c0.5
mg/kg
7.3.3.2
01/17/2022
Reactive Sulfides
<25
mg/kg
7.3.4.1
01/17/2022
pH (Lab)
8.22
S.U.
9045D
01/07/2022
Flash point
>140
OF
1010A
01/14/2022
reviewed by:
1350 Home Avenue Akron, Ohio 44310 Page 31 of 31
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www.AmericanTestingTeChnolOgies.com