WQ0021632_Permit Modification_20170523

City or
URLINGTON
Water Resources
RECIIIVED/NCDEQ/INIR
May 23rd, 2017 JUN 2.3 1017
North Carolina Department of Environment and Natural Resources Non-Discharge
Division of Water Resources Permitting Unit
Water Quality Permitting Section
Non-Discharge Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
RE: Permit Renewal Application, Permit No. WQ0021632
To Whom It May Concern:
The City of Burlington is submitting this application for the renewal of permit number WQ0021632.
Our Class A Program comprises of a Water Treatment Plant Residuals Land Application Program and a
Class A Compost Program.This renewal will be divided to reflect these two different programs. Our
contractor for the Water Plant Residuals Program, EMA Resources Inc, will assist us in the renewal
process for that specific program. Each renewal package will consist of;
• Narratives for both facilities
• Current Permit
• 0 & M Plans— Mackintosh WTP Residuals/Compost
• RLAP—Mackintosh WTP/Compost
• RSC- Mackintosh WTP/South Burlington WWTP
• Supporting Laboratory Data
•
If you have any questions concerning this application, please contact Shane Fletcher at [phone]
or [e-mail]
Respectfully,
Shane Fletcher
Residuals Management Coordinator
City of Burlington
PO Box 1358
Burlington, NC 27216-1358

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
September 1,2015
SHANE FLETCHER—RESIDUALS MANAGEMENT COORDINATOR
CITY OF BURLINGTON
POST OFFICE BOX 1258
BURLINGTON,NORTH CAROLINA 27215
Subject: Permit No. WQ0021632
City of Burlington Class A
Residuals Management
Program
Distribution and Land
Application of Class A
Compost and Water
Treatment Plant Residuals
(Non-Dedicated)
Alamance County
Dear Mr. Fletcher:
In accordance with your permit major modification request received July 8, 2015, and subsequent
additional information received August 25, 2015, we are forwarding herewith Permit No. WQ0021632
dated September 1, 2015, to the City of Burlington for the continued operation of the subject residuals
management program.
Modifications to the subject permit are as follows:
1. Addition of J. D.Mackintosh,Jr., WTP as an additional source of 1,300 dry tons per annum.
2. Land application of water treatment residuals.
Please note the facility name has been changed from City of Burlington CompoGro Composting
Facility and Distribution Program to City of Burlington Class A Residuals Management Program.
This permit shall be effective from the date of issuance until December 31, 2017, shall void
Permit No. WQ0021632 issued January 14,2009, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
Non-Discharge Permitting Unit
1617 Mall Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet http://portal.ncdenr.orq/web/wq
An Equal opportunity 1 Affirmative Action Employer-Made in part with recycled paper

Mr. Shane Fletcher
September 1,2015
Page 2 of 3
Please note the following permit conditions have been removed since the last permit
issuance dated January 14,2009:
1. Old Condition I1I.5.: This is redundant since covered by Old Condition VI.1. and Condition
VI.2. of this permit.
Please note the following permit conditions are new since the last permit issuance dated
January 14,2009:
1. Condition II.1. - Residuals management program shall be effectively maintained and operated
at all times.
2. Condition 119.—Residuals application area to be clearly marked.
3. Condition II.10.—Similar to Old Condition I1.7., but much more detailed.
4. Condition 1111. — When residuals are land applied to grazed pasture, hay crop realistic
nitrogen rate shall be reduced by 25%.
5. Condition 1I.12.—Over-seeding or double cropping allows extra PAN.
6. Condition II.13. — When land applying with SAR exceeding 10, additional steps must be
taken.
7. Condition 11I.4.—Maintain spill plan in vehicles and on site when land applying.
8. Condition 111.5.—Maintain copy of permit on site when land applying.
9. Condition I11.7.—Suitable vegetative cover when land applying.
10. Condition 111.8.g., h., 1. — No residuals application if slope too great, soil pH too low, or
application rate exceeds agronomic rate,respectively.
11. Condition I1I.9.—Must find out other nutrient quantities applied prior to land application.
12. Condition III.10.—Requirement for Land Owner Agreement prior to land application.
13. Condition II1.12. — Similar to Old Condition II1.3., but changes including list of prohibitions
and stockpiling time limit.
14. Condition V.2.—Similar to Old Condition V.2., but for land application.
15. Condition V.3.—Similar to Old Condition V.2.,but for distribution.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.

Mr. Shane Fletcher
September 1,2015
Page 3 of 3
If you need additional information concerning this permit, please contact Troy Doby at (919)
807-6336 or [e-mail].
Sincerely,
S.Jay Zimmerman, P.G., Directo
Division of Water Resources
cc: Alamance County Health Department(Electronic Copy)
Winston-Salem Regional Office, Water Quality Regional Operations Section(Electronic Copy)
Brent Collins—EMA Resources{brent.collins( iemaresourcesinc.com] (Electronic Copy)
Beth Buffington—Protection and Enforcement Branch(Electronic Copy)
Digital Permit Archive(Electronic Copy)
Central Files

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
DISTRIBUTION AND LAND APPLICATION OF CLASS A COMPOST AND WATER
TREATMENT PLANT RESIDUALS PERMIT (NON-DEDICATED)
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended, and other applicable Laws, Rules,and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Burlington
Alamance County
FOR THE
continued operation of a 5.5 dry ton per day facility for the aerated static pile composting of residuals
generated from the treatment of municipal wastewater at the facilities listed in Attachment A and
consisting of the following minimum components: two pump/grinder units for transferring residuals from
the existing digesters/storage tanks (i.e., permitted for operation under NPDES Permit No. NC0023876)
to dewatering; a 2 meter(m) belt filter press with a berth for a second 2 m belt filter press for a parallel
operation, for dewatering of the residuals; a conveyor for transferring dewatered residuals to the
amendment mixing area; a 25,500 square foot(ft) open area for storing amendment material; a 1,875 ft2
covered area for storing amendment material; a 1,710 ft2 covered area for blending of the residuals with
the amendment material as well as homogenizing and uniform mixing of the residuals/amendment cake
(i.e., at a 3:1 amendment material to residuals ratio); an agricultural feed mixer for blending of the
residuals with the amendment material as well as homogenizing and uniform mixing of the
residuals/amendment cake (i.e., at a 3:1 amendment material to residuals ratio); a 35,700 ft2 covered area
for composting of the residuals/amendment cake in a maximum of 22 aerated static piles, each with a
trapezoidal dimensions of seven feet (ft) high, 12 ft wide and 80 ft long; an under-bed aeration system,
consisting of 11 five horsepower(hp) blowers (i.e., one blower for every two aerated static piles) as well
as a perforated pipe distribution system that is overlain by eight to 12 inches (in.)of amendment material
for aerating of the composting residuals/amendment cake; a 153 cubic yard per/day trammel screen for
screening of the composted residuals/amendment cake and recovering bulking material;a 2,225 ft2 bunker
for storing composted residuals/amendment cake; a 625 ft2 bunker for storing recovered bulking material;
a 15,000 ft2 open area for final curing and maturation of the composted residuals/amendment cake and for
storing of the Class A EQ residuals product; an odor control system consisting of a 900 ft2 biofilter and a
4,900 ft2 biofilter, for capturing and treating odor generating within the residuals composting facility; all
necessary measuring devices to ensure that all of the composted residuals/amendment cake meets the
requirements of this permit; as well as all associated controls, support structures, piping and
appurtenances necessary to make a complete and functional residuals composting facility and Class A EQ
residuals product distribution program; and the
continued operation of a residuals management program for City of Burlington and consisting of the
distribution and land application of Class A Compost and Water Treatment Plant residuals generated by
the approved facilities listed in Attachment A with no discharge of wastes to surface waters, pursuant to
the application received July 8, 2015, and subsequent additional information received by the Division of
Water Resources, and in conformity with other supporting data subsequently filed and approved by the
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Department of Environment and Natural Resources and considered a part of this permit. The use and
disposal of residuals are regulated under Title 40 Code of Federal Regulations Part 503 for wastewater
treatment residuals and 257 for water treatment residuals. This permit does not exempt the Permittee
from complying with the federal regulations.
This permit shall be effective from the date of issuance until December 31, 2017, shall void Permit No.
WQ0021632 issued January 14, 2009, and shall be subject to the following specified conditions and
limitations:
SCHEDULES
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. [15A NCAC 02T .0108(6)(2), 02T .0105(d), 02T.0109]
II. PERFORMANCE STANDARDS
1. The subject residuals management program shall be effectively maintained and operated at all times
so there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of prolonged
nuisance conditions due to improper operation and maintenance, the Permittee shall immediately
cease land applying residuals and distribution of residuals, contact the Winston-Salem Regional
Office supervisor, and take any immediate corrective actions. [G.S. 143-215.1]
2. This permit shall not relieve the Permittee of responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program. [15A NCAC 02B .0200,
02L .0100]
3. Only residuals generated by the facilities listed in Attachment A are approved for land application or
distribution in accordance with this permit. [G.S. 143-215.1]
4. Pollutant concentrations in residuals distributed or applied to any land application site shall not
exceed the following Ceiling Concentrations or Monthly Average Concentrations (i.e., dry weight
basis):
Ceiling Concentration Monthly Average
Parameter (milligrams per kilogram) Concentration
(milligrams per kilogram)
Arsenic 75 41
Cadmium 85 39
Copper 4,300 1,500
Lead 840 300
Mercury 57 17
Molybdenum 75 n/a
Nickel 420 420
Selenium 100 100
Zinc 7,500 2,800
[15A NCAC 02T .1105]
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5. Residuals that are distributed or land applied shall meet Class A pathogen reduction requirements in
15A NCAC 02T .1106 (a) and (b). Exceptions to this requirement shall be specified in Attachment
A. [15A NCAC 02T.1106]
6. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A)
that are distributed or land applied shall meet one of the vector attraction reduction alternatives in
15A NCAC 02T .1107(a). Exceptions to this requirement shall be specified in Attachment A. [15A
NCAC 02T .1107]
7. Setbacks for treatment and storage facilities shall be as follows:
Setback Description Setback
(feet)
Habitable residence or place of public assembly under separate ownership or not 100
to be maintained as part of the project site
Property lines 50
Private or public water supply 100
Surface waters(streams—intermittent and perennial, perennial waterbodies,and 50
wetlands)
Wells with exception to monitoring wells 100
[15A NCAC 02T .1108]
8. Setbacks for Class A land applied bulk residuals shall be as follows:
Setback by residual type
Setback Description (feet)
Liquid Cake 1
Private or public water supply 100 100
Surface waters(streams—intermittent and perennial, 100 25
perennial waterbodies,and wetlands)
Surface water diversions(ephemeral streams, 25 0
waterways,ditches)
Groundwater lowering ditches(where the bottom of 25 0
the ditch intersects the SHWT)
Wells with exception to monitoring wells 100 100
Bedrock outcrops 25 0
1 Unless otherwise noted in Attachment A, "cake" residuals are those that have greater than 15%
solids by weight and can be stacked without flowing, as well as can be handled, transported and
spread as a solid (e.g., using a backhoe, front end loader, slinger spreader, broadcast spreader or
other equipment designed for handling solid materials) without leaving any significant liquid
fraction behind.
[15A NCAC 02T.1108]
9. Land application areas shall be clearly marked on each site prior to and during any residuals
application event. [15A NCAC 02T .0108(b)(1)]
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10. Bulk Water Treatment Plant residuals, Class A residuals or Class A compost as well as other sources
of Plant Available Nitrogen (PAN) shall not be applied in exceedance of agronomic rates.
Appropriate agronomic rates shall be calculated using expected nitrogen requirements based on the
determined Realistic Yield Expectations(RYE)using any of the following methods:
a. Division's pre-approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (http://nutrients.soil.ncsu.edu/yields/index.php). A
copy shall be kept on file and reprinted every five years in accordance with Condition IV.6.
c. If the RYE cannot be determined using methods (a) or(b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service,or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
(http://www.ncagr.gov/SWC/tech/documents/9th Guidance Doc 100109.pdf).
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards(ftp://ftp-fc.sc.egov.usda.gov/NHO/practice-standards/standards/590.pdf).
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
[15A NCAC 02T .1109(bx1)(k)]
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25% in accordance with the USDA-NRCS 590 Nutrient Management Standards. [15A NCAC 02T
.0108(b)(1)]
12. If land application sites are to be over-seeded or double-cropped (e.g., bermuda grass in the summer
and rye grass in the winter with both crops to receive residuals), then the second crop can receive an
application of PAN at a rate not to exceed 50 pounds per acre per year(ibs/ac/yr). This practice may
be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted
for erosion control only and is to be tilled into the soil,then no additional PAN shall be applied. [15A
NCAC 02T .0108(b)(1)]
13. Prior to land application of residuals containing a sodium adsorption ratio (SAR) of 10 or higher, the
Permittee shall obtain and implement recommendations from at least one of the following: the local
Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural
Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The
recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a
mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee
shall maintain written records of these recommendations and details of their implementation. [15A
NCAC 02T .0108(b)(I)]
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14. The Permittee shall not distribute Class A Compost or Water Treatment Plant residuals that have a
sodium adsorption ratio (SAR) of 10 or higher without prior written Division approval. The
Permittee may seek approval by demonstrating that the entity accepting the residuals is: aware of the
effects of a high SAR content; has agreed on proper residual application rates; and has agreed to
operational considerations to ensure that the high SAR content will not adversely impact the receiving
sites. Recommendations regarding sodium application rate, soil amendments (e.g., gypsum, etc.)or a
mechanism for maintaining site integrity and conditions conducive to crop growth, can be obtained
from the local Cooperative Extension Office, the Department of Agriculture and Consumer Services,
the Natural Resource Conservation Service, a North Carolina Licensed Soil Scientist, or an
agronomist. [15A NCAC 02T .0108(b)(1)]
15. These residuals land application sites were individually permitted on or after December 30, 1983;
therefore,the compliance boundary is established at either 250 feet from the residual land application
area, or 50 feet within the property boundary, whichever is closest to the residual land application
area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C. Any approved
relocation of the COMPLIANCE BOUNDARY will be noted in Attachment B. [15A NCAC 02L
.0107(a)]
16. The review boundary shall be established midway between the compliance boundary and the residual
land application area. Any exceedance of groundwater standards at the review boundary shall require
action in accordance with 15A NCAC 02L.0106. [15A NCAC 02L .0108]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The residuals management program shall be properly maintained and operated at all times. The
program shall be effectively maintained and operated as a non-discharge system to prevent any
contravention of surface water or groundwater standards. [15A NCAC 02T .1110]
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan)
Modifications to the O&M Plan shall be approved by the Division prior to utilization of the new plan.
The O&M Plan,at the minimum, shall include:
a. Operational functions;
b. Maintenance schedules;
c. Safety measures;
d. Spill response plan;
e. Inspection plan including the following information:
i. Names and/or titles of personnel responsible for conducting the inspections;
ii. 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;
iii. Detailed description of inspection procedures including record keeping and actions to be
taken by the inspector in the event that noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoring and reporting section of the
permit;
f. Sampling and monitoring plan including the following information:
i. Names and/or titles of personnel responsible for conducting the sampling and monitoring;
ii. Detailed description of monitoring procedures including parameters to be monitored;
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iii. 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).
[15A NCAC 02T .1100]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the facility, the Permittee shall designate and employ a certified operator in
responsible charge (ORC) and one or more certified operators as back-up ORCs in accordance with
15A NCAC 08G .0201. The ORC or his back-up shall visit the facilities in accordance with 15A
NCAC 08G. 0204, or as specified in the most recently approved O&M plan (i.e., see Condition III.
2.), and shall comply with all other conditions of 15A NCAC 08G. 0204. For more information
regarding classification and designation requirements, please contact the Division of Water
Resources' Protection and Enforcement Branch at(919)707-9105. [15A NCAC 02T .0117]
4. When the Permittee land applies bulk residuals, a copy of this permit and a copy of O&M Plan shall
be maintained at the land application sites during land application activities. [15A NCAC 02T
.0108(b)(1)]
5. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles. [15A NCAC 02T .1110]
6. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind
erosion and surface runoff from conveying residuals from the land application sites onto adjacent
properties or into surface waters. [G.S. 143-215.1]
7. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on
land application sites onto which residuals are applied, or application shall be in accordance with the
crop management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or an agronomist
and as approved by the Division. [15A NCAC 02T .1109(b)(1)]
8. Bulk residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under
section 4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of
surface water or groundwater standards;
d. If the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100-year flood elevation, unless the bulk residuals are injected or incorporated within
a 24-hour period following a residuals land application event;
f. During a measurable precipitation event(i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
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h. If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the
pH of the soil, residuals and lime mixture is suitable for the specified crop. Any approved
variations to the acceptable soil pH(6.0)will be noted in this permit;
i. If the land does not have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event. Any field that is in
a USDA no-till program shall be exempted from meeting this vegetative cover requirement;
j. If the vertical separation between the seasonal high water table and the depth of residuals
application is less than one foot;
k. If the vertical separation of bedrock and the depth of residuals application is less than one foot;
1. Application exceeds agronomic rates.
[15A NCAC 02T .1109]
9. Prior to bulk application of residuals, the Permittee shall acquire from each landowner or
lessee/operator a statement detailing the volume of other nutrient sources (i.e., manufactured
fertilizers, manures, or other animal waste products)that have been applied to the site, and a copy of
the most recent Nutrient Management Plan (NMP) for those operations where a NMP is required by
the US Department of Agriculture—National Resources Conservation Service (NRCS) or other State
Agencies. The Permittee shall calculate allowable nutrient loading rates based on the provided
information and use appropriate reductions.
For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan
(WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient
Management Plan. [15A NCAC 02T .0108(b)(1), 02T.1104(c)(4)]
10. The Permittee shall not apply bulk residuals to land unless there is a Land Owner Agreement (LOA)
between the Permittee and landowners or lessees/operators of the land application site in full force
and effect. These LOA agreements shall be considered expired concurrent with the permit expiration
date. Copies of LOAs shall be kept on file for the duration of the permit and shall be available for
inspection by the Division. [15A NCAC 02T .1104(c)(4)]
11. A Utilization Agreement between the Permittee and the entity agreeing to accept or distribute Class A
bulk residuals shall be in place prior to distribution of the bulk residuals. The agreement shall
specify the agreeing entity's responsibilities. The Permittee or his designee and the person
responsible for application of the residuals shall sign the Utilization Agreement, which shall be
considered expired concurrent with the permit expiration date, and shall be renewed during the permit
renewal process. [15A NCAC 02T .0108(b)(1), 02T .1104]
12. At a minimum,the Utilization Agreement shall stipulate the following:
a. By agreeing to accept the bulk Class A residuals, it is recognized that the application of these
residuals is allowed under the conditions of this agreement. Land application of Class A residuals
is considered the beneficial reuse of a waste under 15A NCAC 02T .1100, and has been deemed
permitted under 15A NCAC 02T .1103(4) provided the conditions of this agreement are met
including the prohibitions of Condition III.8. Any action resulting in damages to surface water or
groundwater, caused by failure to follow the conditions of this agreement, is subject to Division
enforcement action;
b. The person or entity accepting the bulk Class A residuals shall to the best of his knowledge meet
the following application requirements:
i. Compost shall not be stockpiled for more than 30 days nor water treatment plant for more
than 60 days prior to land application;
ii. Application of bulk residuals shall not occur within 100 feet of a public or private water
supply source;
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iii. Application of bulk residuals shall not occur within 100 feet of any well, with the exception
of Division approved monitoring wells;
iv. Application of bulk residuals shall not occur within 25 feet of surface waters.
c. The generator of the Class A bulk residuals shall provide information on the proper use of the
residuals, including information on the nutrient quantities within the residuals and recommended
application rates. A copy of the label or information sheet attached to bags or other containers, as
specified in the labeling requirements under Condition I11.14, is sufficient;
d. The applicator or party accepting bulk residuals from the Permittee shall supply all third parties
receiving bulk residuals with documentation specifying that application shall occur consistent
with the utilization agreement;
e. Instructions, including contact information for key personnel, shall be provided to the applicator
or party receiving bulk residuals in the event that any requirements specified in the utilization
agreement are not met.
f. A copy of the Utilization Agreement shall be maintained at the land application sites when bulk
residuals are being applied.
[15A NCAC 02T.0108(b)(1), 02T .1104]
13. All residuals shall be adequately stored to prevent untreated leachate runoff. The finished product
may be placed on a concrete pad, placed under shelter or physically covered until it is distributed to
the buyer. If an alternate storage site is used, approval must be obtained from the Division. [15A
NCAC 02T .0108(b)(1)]
14. A label shall be affixed to the bag or other container in which residuals are sold or given away for
land application, or an information sheet shall be provided to the person who receives Class A
residuals. At a minimum,the label or information sheet shall contain the following:
a. The name and address of the person who prepared the residuals;
b. A statement that residual land application is prohibited except in accordance with the instructions
on the label or information sheet;
c. A statement identifying that this material shall be prevented from entering any public or private
water supply source (including wells) and any surface water (e.g., stream, lake, river, wetland,
etc.);
d. A statement that the residuals shall be applied at agronomic rates and recommended rates for its
intended use.
[15A NCAC 02T .1109(a)]
15. The Permittee shall not distribute bulk residuals to any person or entity known to be applying
residuals contrary to the condition of the signed Utilization Agreement. [15A NCAC 02T .1103(a)]
16. An education program shall be developed and implemented to inform employees and individuals
accepting the residuals of the proper use of residuals. Educational material shall be provided to all
individual accepting the residuals. The educational material may be included in the utilization
agreement required in Condition I1I.10. All educational materials shall be made available to the
Division upon request. [15A NCAC 02T.0108(c)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sample reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
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2. Residuals shall be analyzed to demonstrate they are non-hazardous under the Resource Conservation
and Recovery Act (RCRA). Residuals that tests or is classified as a hazardous or toxic waste under
40 CFR Part 261 shall not be used or disposed under this permit. The analyses [corrosivity,
ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)] shall be
performed at the frequency specified in Attachment A, and the Permittee shall maintain these results
for a minimum of five years. Any exceptions from the requirements in this condition shall be
specified in Attachment A.
The TCLP analysis shall include the following parameters(the regulatory level in milligrams per liter
is in parentheses):
Arsenic(5.0) 1,4-Dichlorobenzene(7.5) Nitrobenzene(2.0)
Barium(100.0) 1,2-Dichloroethane(0.5) Pentachlorophenol(100.0)
Benzene(0.5) 1,1-Dichloroethylene(0.7) Pyridine(5.0)
Cadmium(1.0) 2,4-Dinitrotoluene(0.13) Selenium(1.0)
Carbon tetrachloride(0.5) Endrin(0.02) Silver(5.0)
Chlordane(0.03) Hexachlorobenzene(0.13) Tetrachloroethylene (0.7)
Chlorobenzene(100.0) Heptachlor(and its hydroxide) Toxaphene(0.5)
(0.008)
Chloroform(6.0) Hexachloro-1,3-butadiene(0.5) Trichloroethylene(0.5)
Chromium(5.0) Hexachloroethane(3.0) 2,4,5-Trichlorophenol(400.0)
m-Cresol (200.0) Lead(5.0) 2,4,6-Trichlorophenol(2.0)
o-Cresol(200.0) Lindane(0.4) 2,4,5-TP(Silvex)(1.0)
p-Cresol(200.0) Mercury(0.2) Vinyl chloride(0.2)
Cresol (200.0) Methoxychlor(10.0)
2,4-D(10.0) Methyl ethyl ketone(200.0)
Once the residuals have been monitored for two years at the frequency specified in Attachment A, the
Permittee may submit a permit modification request to reduce the frequency of this monitoring
requirement. In no case shall the monitoring frequency be less than once per permit cycle. [15A
NCAC 13A .0102(b), 02T .1101, 02T .1105]
3. An analysis shall be conducted on residuals from each source generating facility at the frequency
specified in Attachment A, and the Permittee shall maintain the results for a minimum of five years.
The analysis shall include the following parameters:
Aluminum Mercury Potassium
Ammonia-Nitrogen Molybdenum Selenium
Arsenic Nickel Sodium
Cadmium Nitrate-Nitrite Nitrogen Sodium Adsorption Ratio
(SAR)
Calcium Percent Total Solids TKN
Copper pH Zinc
Lead Phosphorus
Magnesium Plant Available Nitrogen
(by calculation)
[15A NCAC 02T .1101]
WQ0021632 Version 2.1 Shell Version 150101 Page 9 of 12

4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling
and monitoring sections of the approved O&M plan. The required data shall be specific to the
stabilization process utilized, and sufficient to demonstrate compliance with the Class A pathogen
reduction requirements in 15A NCAC 02T .1106 (a) and (b), and one vector attraction reduction
requirement in 15A NCAC 02T .1107 (a) shall be met. Any exceptions from the requirements in this
condition shall be specified in Attachment A. [15A NCAC 02T .1106, 02T .1107, 02T .1111(c)]
5. Laboratory parameter analyses shall be performed on the residuals as they are land applied or
distributed, and shall be in accordance with the monitoring requirements in 15A NCAC 02B .0505.
[15ANCAC 02B .0505]
6. The Permittee shall maintain records tracking all bulk residual distribution or land application events
performed by the Permittee. At a minimum,these records shall include the following:
a. Source of residuals;
b. Date of distribution/land application;
c. Name and address of recipient of residuals or property identification number from the county
tax maps if bulk land application;
d. Volume of residuals distributed to each recipient;
e. Intended use of residuals;
f. If land application events performed by the Permittee - Nitrogen Application Rate based on
RYEs (if using data obtained from the North Carolina State University Department of Soil
Science Website,the printout page shall be kept on file and reprinted every five years).
[15A NCAC 02T.0109(a)]
7. Three copies of an annual report shall be submitted on or before March 15`. The annual report shall
meet the requirements described in the Instructions for Residuals Application Annual Reporting
Forms. Instructions for reporting and annual report forms are available at
http://portal.ncdenr.org/web/wq/aps/lau/reporting, or can be obtained by contacting the Land
Application Unit directly. The annual report shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
[15A NCAC 02T.1111(a)]
8. Noncompliance Notification
The Permittee shall report by telephone to the Winston-Salem Regional Office , telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Land application or distribution of residuals abnormal in quantity or characteristic.
b. Any failure of the land application or distribution program resulting in a release of material to
surface waters.
c. Any time self-monitoring indicates the facility has gone out of compliance with its permit
limitations.
d.. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of
adequate residual treatment.
WQ0021632 Version 2.1 Shell Version 150101 Page 10 of 12

e. Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting(e.g., discharges to surface waters, imminent failure of
a storage structure, etc.)outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number(800)662-7956, [phone],or(919)733-3300.Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities and shall be in accordance with the approved O&M Plan. [15A NCAC 02T
.0108(b)]
2. Prior to each bulk residuals land application event, the Permittee or his designee shall inspect the
residuals processing, storage, transport and application facilities to identify and repair any
malfunction, facility deterioration or operator error that could result in a discharge to the
environment,be a threat to human health or create a public nuisance. The Permittee shall maintain an
inspection log that includes, at a minimum, the date and time of inspection, observations made, and
any maintenance, repairs,or corrective actions taken. The Permittee shall maintain this inspection log
for a period of five years from the date of inspection, and this log shall be made available to the
Division upon request. [15A NCAC 02T .0108(b)]
3. Prior to each bulk residuals distribution event, the Permittee or his designee shall inspect the
residuals processing and storage facilities to identify and repair any malfunction, facility deterioration
or operator error that could result in a discharge to the environment, be a threat to human health or
create a public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum,
the date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0108(b)]
4. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of this permit. [15A NCAC 02T.0110]
3. This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation. [G.S. 143-215.1]
WQ0021632 Version 2.1 Shell Version 150101 Page 11 of 12

4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes. [15A NCAC 02T .0105(c)(6)]
5. In the event the residuals program changes ownership or the Permittee changes his name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate documentation from the parties involved and other
supporting documentation as necessary. The Permittee of record shall remain fully responsible for
maintaining and operating the residuals program permitted herein until a permit is issued to the new
owner. [15A NCAC 02T .0104]
6. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T
.0110]
7. Unless the Division Director grants a variance, expansion of the permitted residuals program
contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC
02T .0120(b). [15A NCAC 02T .0120]
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 1st day of September 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0021632
WQ0021632 Version 2.1 Shell Version 150101 Page 12 of 12

ATTA 4ENT A-Approved Residual Sources Certification Date: Septen - 1,2015
CITY __ BURLINGTON Permit Number: WQ0021632 ' on: 2.1
Residuals Source-Generating Facility
Maximum
Owner Facility County Permit 1 Biological Dry Tons Monitoring Frequency for Non- Monitoring Frequency for Metals
Number Residuals per Year' hazardous Determination 2 and Nutrients
City of Burlington South Burlington WWTP Alamance NC0023876 Yes 450 Once per permit cycle Once per permit cycle
Class A Residuals Product Generated for Distribution
Monitoring Monitoring Monitoring
Maximum Frequency for Approved
Owner Facility Name County Permit Biological Frequency for Frequency for
Dry Tons Pathogen& Mineralization
Number Residuals r Non-hazardous Metals and Vector Attraction Rate
Per Year Determination 2 Nutrients 3'3 Reductions a,s
City of Burlington Class A
City of Burlington Residuals Management Alamance WQ0021632 Yes 2,250 Annually See Table Below See Table Below 0.1
Program
I. Maximum Dry Tons per Year for residuals source is the amount of residuals approved for composting. Maximum Dry Tons per Year for Class A residuals is the amount of residuals product
approved for distribution from the permitted facility.
2. Analyses to demonstrate that residuals are non-hazardous(i.e.,TCLP,ignitability,reactivity,and corrosivity)as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV.4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below,unless specified above.
Dry Tons Distributed Monitoring Frequency
(short tons per year) (Established in 40 CFR 503 and 15A NCAC 02T.1111)
<319 1/Year
=>319-<1,650 1/Quarter(4 times per year)
=>1,650-<16,500 1/60 Days(6 times per year)
=>16,500 1/month(12 times per year)
WQ0021632 Version 2.1 Attachment A Page 1 of 2

ATTA TENT A-Approved Residual Sources Certification Date: Septem 1,2015
CITY OF BURLINGTON Permit Number: WQ0021632 Version: 2.1
Monitoring Monitoring Monitoring
Permit Biological Maximum Frequency for Frequency for Frequency for Approved
Owner Facility Name County Number Residuals Dry Tons Non-hazardous Metals and Pathogen& Mineralization
Per Year Characteristics 2 Nutrients 3'5 Vector Attraction Rate
Reductions '
City of Burlington J.D.Mackintosh Jr.WTP Alamance NC0083828 No 1,300 Once Per Permit See Table Below None 0.4
Cycle
I. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non-hazardous(i.e.,TCLP,ignitability,reactivity,and corrosivity)as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of pathogen reductions as stipulated under permit Condition IV.4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below,unless specified above.
Dry Tons Generated Monitoring Frequency
(short tons per year) (Established in 40 CFR 503 and 15A NCAC 02T.1111)
<319 1/Year
=>319-<1,650 1/Quarter(4 times per year)
_>1,650-<16,500 1/60 Days(6 times per year)
=>16,500 1/month(12 times per year)
6. Water Treatment Plant residuals are exempt from meeting the pathogen&vector attraction reduction requirements in Condition IV.4,provided they are not mixed with residuals that have been
generated during the treatment of domestic wastewater,the treatment of animal processing wastewater,or the biological treatment of industrial wastewater. The Water Treatment Plant residuals
must be treated and processed in a manner as to not meet the definition of`Biological Residuals"as defined in 15A NCAC 02T.1102(6).
if no land application events occur during a required sampling period(e.g.no land application occur during an entire year when annual monitoring is required),then no
sampling data is required during the period of inactivity.The annual report shall include an explanation for missing sampling data.Those required to submit the annual
report to EPA may be required to make up the missed sampling,contact the EPA for additional information and clarification.
WQ0021632 Version 2.1 Attachment A Page 2 of 2

1
State of North Carolina
DW RDepartment of Environment and Natural Resources
Division of Water Resources
Division of Water Resources 15A NCAC 02T.1100—RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 03-15
I. APPLICANT INFORMATION:
1. Applicant's name: City of Burlington
Applicant type: 0 Individual Corporation 0 General Partnership Privately-Owned Public Utility
Federal State 0 Municipal County
Signature authority's name per I5A 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: License Number(for P.E.):
Affiliation: V On Staff r, Retained(Firm:
Consultant's mailing address:
City: State: '°. Zip: 0 W
Telephone number: ( ) - Email Address:
3. Agronomist's name: License Number:
Affiliation:tEi N/A ❑ On Staff ❑ Retained(Firm:
Agronomist's mailing address:
City: ., State: Zip:
Telephone number: ( ) Email Address:
4. Soil Scientist's name License Number _ -
Affiliation: N/A D On Staff ❑ Retained(Firm: )
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: ( ) - Email Address:
5. Fee submitted: (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for(check all that apply): new, modified, 0 renewed permit
2. If this application is being submitted to renew or modify an existing permit,provide the following:
Permit number:W00021632
Date of most-recently issued permit:09/1/2015
Date of most-recently certified Attachment A(if different than the permit):P
Date of most-recently certified Attachment B(if different than the permit):
FORM: RLAP 03-15 Page 1 of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: 3400 Harris Rd
City: Burlington State:NC Zip:27215 "NW
Coordinates: Latitude:36°02'31" Longitude: 79°30'23"
Datum:NAD83 Level of accuracy: .01"
Method of measurement: GPS
2. County where residuals land application program is headquartered: Alamance
3. List the Operator In Responsible Charge (ORC) and all Back-Up ORCs for the residuals land application program, their
certification numbers,and their affiliations in the following table:
Designation Name Affiliation Certification Number
ORC Shane Fletcher City of Burlington LA 988745
Back-Up ORC Eric Davis City of Burlington LA 15202
Additional Back-Up
ORCs
(if applicable)
If an ORC and at least one Back-Up ORC are not currently designated for this residuals land application program,provide the
candidates'names,affiliations,and an estimated time schedule for each candidate's completion of the required training school
and certification test: '4
4. Complete the following tables regarding management of the residuals land application program:
a.Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source-generating facilities as currently certified and proposed for certification with this application and list the results in the
following table:
Maximum amount of residuals to be certified: 1300 dry tons per year.
PAN Pounds of PAN per Dry Ton Pounds of PAN per Year
(Weighted Average)
Surface Incorporation Surface Incorporation
or Injection or Injection
First-Year 5.87 7.18 7631 9334
Five-Year Maximum Adjusted 8.59 9.9 11167 12870
b.Land Application Site Use Summary: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category Use Acres Comments
Crops Forest or Plantation
Row Crops
Hay
Pasture
Total:
Methods Surface "
Incorporation or Injection
FORM: RLAP 03-15 Page 2 of 5

Total:
c.Residuals Land Application Summary: Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
Assumed Acres Required Using Acres Required Using
Application Rate First-Year PAN Concentrations Five-Year Maximum Adjusted PAN
(lbs PAN/ac-yr) Concentrations
Surface Incorporation or Surface Incorporation or
Injection Injection
50
100
150
200
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the proposed
residuals due to the violation of North Carolina Administrative Code(e.g.not enough storage,not enough land,vector reduction
practices not in place,etc.):
7. Specify type of residuals program(See Instruction F): ®Non-dedicated ❑ Dedicated
If Dedicated,specify the following(check all that apply):
❑Residuals program contains any land application site(s)that receives residuals at rates or frequencies greater than agronomic
rates,explain;
❑ Residuals program contains any land application site(s)that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance,explain;
❑Residuals program contains any land application site(s)that receives residuals through fixed irrigation facilities or irrigation
facilities fed through a fixed supply system, explain;
IV. RESIDUALS SOURCE INFORMATION: (Required for all new,renewed,or modified residuals source)
Complete and submit the following Residuals Source Certification and all associated documentation.
I `41 =
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new,renewed,or modified land application site)
Complete� and submit the following Land Applications Site Certification and all associated documentation.
Land Application Siite
Certification.doc
FORM: RLAP 03-15 Page 3 of 5

Note: Item VI.Applicable to Dedicated Program with fixed irrigation system only.
DESIGN INFORMATION FOR FIXED IRRIGATION SYSTEM
1. The irrigation system is: ❑ Spray ❑Drip
2. Disposal system is: ❑existing ❑proposed.
3. Minimum depth to mean seasonal high water table(SHWT)within irrigation sites(s)per Soil Scientist's Evaluation: feet
below ground surface.Rules 15A NCAC 02T.0505(p)requires at least one-foot vertical separation between SHWT and ground
surface.
4. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area?
❑Yes or ❑No If Yes,please explain if the soil scientist report addresses artificial structures and please indicate if
structures are to be maintained or modified:
5. Loading rates recommended by the Soil Scientist Evaluation:
Recommended Recommended
Soil Series Fields within Soil Area Loading Rate Loading Rate
(in/hr) (in/yr)
6. Design loading rates are equal or less than the loading rates recommended by Soil Scientist?
❑ Yes or❑No If No,explain why 15A NCAC 02T .0505(n)is not met:
7. Non-dedicated System Design(fill in the appropriate information for either a spray or drip irrigation system):
Field/Zone Design Area Number of Maximum Application Design Annual Loading
(ft2) Nozzles Rate(gallons/hr) Rate(gallons/yr)
Total
Plan Sheet Specification
Spray Irrigation Design Element
Number Page Number
Wetted diameter of nozzles ft
Wetted area of nozzles ft2
Nozzle capacity gpm
Nozzle manufacturer/model /
Elevation of highest nozzle ft
FORM: RLAP 03-15 Page 4 of 5

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T.0106):
applicant or any affiliate has not been convicted of an environmental crime,has not abandoned a wastewater facility without proper
closure,does not have an outstanding civil penalty where all appeals have been exhausted or abandoned,are compliant with any active
compliance schedule,and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes ❑ No,Explain;
I, Shane Fletcher—Residuals Management Coordinator
(Signature Authority's Name—PLEASE PRINT) (Title)
attest that this application for the City of Burlington
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes §143-215.6A and§143-215.6B,any person who knowingly makes any false
statement,representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
:eed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: (e/M�
FORM: RLAP 03-15 Page 5 of 5

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RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: City of Burlington
CodeStatus Facility Permit Holder Facility Name County Permit Number Maximum Dry Tons Per Year
Current b Proposed
R City of Burlington JD Mackintosh Jr,WTP Alamance NCG590013 1300 1300
"Status Code for source facility are: •N(New) •R(Renewed) •M(Modified) •D(Deleted)
b The amount of residuals currently permitted for distribution,land application,or disposal(i.e,not applicable to new facility).
SUMMARY FOR FORM: RSC 11-13
Page 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
< .
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE GENERATING FACILITY INFORMATION(See Instruction B.)•:1. Facility Name: JD Mackintosh
2. Facility permit holder is: Federal, 0 State, 0 Local Government,or Private.
Facility permit issued by: a Div.of Water Resources, 0 Div. of Environmental Health,
or m Other(explain: ).
3. Facility contact person and title: Dennis Thomas—Chief Operator
Complete mailing address: PO Box 1358
City: Burlington State: NC Zip: 27216 '"
Telephone number: [phone] E-mail address: [e-mail]
4. Facility physical address: 3400 Harris Rd
City: Burlington State:NC Zip:27215-
Coordinates: Latitude: 36°02o 3 1 o Longitude: 79°30o 23o
Datum: NAD83 Level of accuracy: .01"
Method of measurement: GPS
5. Purpose of the facility:
treatment of municipal wastewater, 0 treatment of 100%domestic wastewater,
treatment of potable water, atreatment of 100%industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: %industrial and %domestic)
Ea other(explain: ,).
6. Does the facility have an approved pretreatment program: Yes 0 No
7. Facility permitted/design flow: 18 MGD and facility average daily flow: 7 MGD
8. Average amount of residuals being generated at this facility 500 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Waste flow from sedimentation and filter backwash processes are collected in the
lagoons. Solids are thickened by gravity while the supernatant from the process is dechlorinated prior to being release back
into the Big Alamance Creek.
Type and volume of residuals storage (i.e., outside of residuals treatment units): Two storage lagoons, holding roughly
6,000,000 gallons each.
II. RESIDUALS QUALITY INFORMATION(See Instruction C.):
1. Specify if residuals are regulated under:
El 40 CFR Part 503 or 0 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503,otherwise,the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1 102(6)as:
Biological 0 Non-Biological
FORM: RSC 11-13 Page 1 of 5

❑ Biological ® Non-Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons,activated sludge systems,extended aeration systems,and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-hazardous under
RCRA: (Note -this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100%non-municipal,domestic wastewater only)
a. Are the residuals listed in 40 CFR§261.31-§261.33: 0 yes ® no. If yes,list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR§261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure(TCLP)analysis as well
as those for corrosivity,ignitabifity,and reactivity:
Laboratory:ATT and Date of analysis: 1/12/2017
Passed corrosivity test: ® yes ❑ no. pH: s.u.(2<pH< 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint:>140°F(> 140°F)
Passed reactivity test: ®yes Ono.HCN: S .mg/kg(<250)&H2S:<25 mg/kg(<500)
TCLP Parameter Limit Result TCLP Parameter Limit Result
(mg/I) (mg/1) (mg/1) (mg/)
Arsenic 5.0 <1.0 Hexachlorobenzene 0.13 <0.05
Barium 100.0 <10.0 Hexachloro-1,3-Butadiene 0.5 <0.05
Benzene 0.5 <0.1 Hexachloroethane 3.0 <0.05
Cadmium 1.0 <0.5 Lead 5.0 <1.0
Carbon Tetrachloride 0.5 <0.1 Lindane 0.4 <0.005
Chlordane 0.03 <0.005 Mercury 0.2 <.02
Chlorobenzene 100.0 <0.1 Methoxychlor 10.0 <0.1
Chloroform 6.0 <0.1 Methyl Ethyl Ketone 200.0 <2.0
Chromium 5.0 <1.0 Nitrobenzene 2.0 <0.05
m-Cresol 200.0 <0.5 Pentachlorophenol 100.0 <0.5
o-Cresol 200.0 <0.5 Pyridine 5.0 <0.05
p-Cresol 200.0 <0.5 Selenium 1.0 <0.5
Cresol 200.0 <0.5 Silver 5.0 <1.0
2,4-D 10.0 <1.0 Tetrachloroethylene 0.7 <0.1
1,4-Dichlorobenzene 7.5 <0.05 Toxaphene 0.5 <0.1
1,2-Dichloroethane 0.5 <0.1 Trichloroethylene 0.5 <0.1
1,1-Dichloroethylene 0.7 <0.1 2,4,5-Trichlorophenol 400.0 <0.5
2,4-Dinitrotoluene 0.13 <0.05 2,4,6-Trichlorophenol 2.0 <0.5
Endrin 0.02 <0.005 2,4,5-TP(Silvex) 1.0 <1.0
Heptachlor and its Hydroxide 0.008 <0.005 Vinyl Chloride 0.2 <0.2
FORM: RSC 11-13 Page 2 of 5

Metals Determination: Complete one of the following tables(i.e.,as applicable)to demonstrate that the residuals do not violate
the ceiling concentrations for metals regulated under I 5A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis)for the following metal parameters:
Laboratory: Waypoint Analytical and Date of analysis: 9/1/2016
Parameter Ceiling Monthly Average Result
Concentration Limits Concentration Limits
(ClassA & ClassB) (Class A Only)
(mg/kg) (mg/kg) (mg/kg)
Arsenic 75 41 3.06
Cadmium 85 39 <2
Copper 4,300 1,500 725
Lead 840 300 <5
Mercury 57 17 <.4
Molybdenum 75 n/a <5
Nickel 420 420 38.3
Selenium 100 100 <5
Zinc 7,500 2,800 1220
b. For Surface Disposal Unit(landfill): Fill in the following table with the results of the latest analyses(i.e., on a dry weight
basis)for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal Arsenic Chromium Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mg/kg) (mg/kg) (mg/kg)
❑ >0 but<25 30 200 210
E >25 but<50 34 220 240
❑ >50 but<75 39 260 270
❑ >75 but< 100 46 300 320
❑ > 100 but< 125 53 360 390
❑ > 125 62 450 420
Result (mg/kg)
FORM: RSC 11-13 Page 3 of 5
I

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 4.58%.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis)for the following nutrient and
micronutrient parameters:
Laboratory: Waypoint Analytical and Date of analysis:9/1/16
Parameter Result
(mg/kg)
Aluminum 102000
Ammonia-Nitrogen 1310
Calcium 3060
Magnesium 1470
Nitrate-Nitrite Nitrogen <8
pH(Standard Unit)
Phosphorus 1280
Potassium 486
Sodium 479
Total Kjeldahl Nitrogen 6990
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): .375
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist,or an agronomist,prior to land application of residuals.The recommendations shall
address the sodium application rate,soil amendments(e.g.,gypsum,etc.),or a mechanism for maintaining site integrity and
conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen(PAN)of the residuals: 40%. This rate
is a(check one): ® default value,or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals(i.e.,on a dry weight basis)and fill the results in the following table:
Application Method First(la)Year PAN Five-Year
Maximum Adjusted PAN
(mg/kg) (mg/kg)
Surface 5.87 8.59
Injection/Incorporation 7.18 9.9
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM:RSC 11-13 Page 5 of 5

. Pathogen Reduction: Per I5A NCAC 02T.1 106,specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings(except for non-biological residuals):
❑ Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] -Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] -Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.1106(b)(3)(C)]-Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] -No Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] -Process to Further Reduce Pathogens(PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
❑ Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.1106(c)(2)]-Process to Significantly Reduce Pathogens(PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting,or ❑ lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt-If Daily Cover Alternative is chosen in Item II.8.below[15A NCAC 02T.1106(a)(2)].
5j Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction(VAR): Per 15A NCAC 02T.1 107,specify how residuals will meet the VAR requirements:
❑ Alternative I [15A NCAC 02T.1107(a)(1)1-38%Volatile Solids Reduction(Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.1107(a)(2)]-40-Day Bench Scale Test(Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.1107(a)(3)] -30-Day Bench Scale Test(Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.1107(a)(4)]-Specific Oxygen Uptake Rate Test(Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.1107(a)(5)]- 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1107(a)(6)] -Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.1107(a)(7)]-Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T.1107(a)(8)] -Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] -Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] -Incorporation.
❑ Alternative for Surface Disposal Units Only-Soil/Other Material Cover[15A NCAC 02T.1107(b)(2)].
Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals,only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur
when these residuals are applied and left on the land surface.
FORM: RSC 11-13 Page 6 of 5

Process Flow Narrative
The Mackintosh WTP is a conventional surface water treatment plant using aluminum sulfate
coagulation, conventional sedimentation, chlorine gas used for primary disinfection, dual media
filtration, sodium hydroxide addition for pH adjustment, fluoride addition, corrosion inhibitor
addition for corrosion control and to protect against lead and copper leaching. The following is
a list of the treatment process.
a. Coagulation with aluminum sulfate
b. Pre-alkali addition on an as-needed basis
c. Coagulation Aid (polymer) on an as-needed basis
d. Carbon addition for taste & odor and TOC removal on an as-needed basis
e. Sedimentation
f. Primary disinfection by chlorine addition (The Ed Thomas plant uses liquid bleach as its
chlorine source)
g. Filtration by 6 dual media rapid sand filters @ 544 ft2 per filter
a. Total filter capacity = 18.0 MGD
h. Corrosion control by pH adjustment and corrosion inhibitor/sequestering agent addition
i. Fluoride adjustment by addition of hydrofluorosilic acid
j. Iron and manganese removal by potassium permanganate and/or chlorine addition
k. Taste and odor control by activated carbon addition
I. Secondary disinfection by chlorine addition
m. pH adjustment by sodium hydroxide addition
n. Ammonia addition to finished water to control Disinfection By-Product formation (began
in July, 2011)

Quantitative Justification for Residuals Production Rate
The land application program is based on one land application event per year, with the
possibility of a second event some years. The Mackintosh WTP has two lagoons used to store
and settle the residuals generated by the water treatment process. The lagoons are
approximately 200' X 400' x10' and contain approximately 6,000,000 gallons each.
Residuals are generated primarily by the sedimentation process. The plant has six (6)
sedimentation basins. The sedimentation basins are generally drained and washed once per
month. The sedimentation process generates an average of about 4,000,000 gallons of
residuals each year with a solids content of 3%.
A secondary source of residuals is from the filter backwashing process. Filters are in place to
remove the particulate matter that did not settle during the sedimentation process.
Occasionally each filter must be backwashed. The decision to backwash a filter is based on (3)
performance criteria
1. Turbidity - as the filter effluent approaches 0.3 NTU
2. Filter Headloss - as each filter becomes "clogged" with filtered matter
3. Time - As filter run-times reach 96 hours

City of Burlington Class A Liquid Residuals Land Application
Operations and Maintenance Plan
Operational Functions
The operational function of this program will involve permit compliant Class A residuals that
are land applied to permitted and non-permitted sites by our hired contractor, EMA Resources.
These residuals will be applied at agronomic rates that will be determined by RYE. These
residuals will be spread as a liquid at consistent spread patterns by trained EMA employees.
Signed Land Owner Agreements will be in place before an application event occurs. There will
also be a Utilization Agreement in place between the City of Burlington and EMA Resources
Safety Measures
EMA Resources has a safety program in place in which employees participate in quarterly
safety training that is designed to address various safety issues and practices to help prevent
accidents. All EMA employees have the authority to stop operations if they think any aspect of
the operation is going to cause environmental or personal injury. The ORC or his designee can
suspend operations if there is a condition that warrants such action. The City of Burlington's
Water Resources Dept. has an established Safety Program in place that involves yearly training
and employee interaction.
Equipment Maintenance Schedule
EMA Resources employees will follow the maintenance schedule that is recommended
by their fleet manager or site manager.
Sampling
The City of Burlington will collect all permit required Class A residuals samples and send
these out to contract laboratories for analysis. Samples will be scheduled and collected by the
Residuals Management Coordinator (ORC) or a designee to conform to event hauling. All

records generated from sampling will be maintained by the Residuals Management Coordinator
and forwarded to EMA Resources when needed.
• Nutrient and Metal samples will be collected based on event volume hauled. One
sample will be collected prior to application. The other three samples if needed will be
collected during the event.
• A TCLP will be collected once per year prior to application.
All soil samples from application sites will be collected by EMA Resources personnel
and sent to contract laboratories for analysis. This data will be tracked and shared with
the Residuals Management Coordinator for future application purposes.
Inspection Plan
Inspections of the Land Application fields will be conducted on a weekly basis or as
deemed necessary by the ORC. Prior to an application the following will be verified by
the ORC or EMA Resources.
• Verify that all permit required sampling has been completed.
• Notify DENR by phone (Winston Salem Regional Office 336-771-5000) or email, 24 hrs.
in advance of a newly scheduled application event.
• Calculate PAN and check RYE of each field before operations begin to determine
application rates.
• Check that all manned equipment contains a copy of the Spill Control Plan, DENR
Permit, and Operations and Maintenance Plan.
• Verify that the Application Field Log is correct and that spreader operators are aware of
any special circumstances at the site.
• Check that all flagging and buffering adheres to site application maps or permit required
buffers.
• The ORC will keep a record of all site inspections.
The ORC or his designee will report by telephone to the Winston Salem Regional
Office as soon as possible but no later than 24 hrs. after or the next working day
following the occurrence of the following:

• Any occurrence with the land application program which results in the land application
of significant amounts of waste which are abnormal in quality or characteristics.
• Any failure of the land application program resulting in a release of residuals to
receiving waters.
• Any time that self- monitoring information indicates that the facility has gone out of
compliance with the conditions and limitations of the permit or the parameters on
which the system was designed.
• Any process unit failure, due to known or unknown reasons that render the facility
incapable of adequate residual treatment.
• Any spillage or discharge from a vehicle or piping system during transportation of
residuals.
For any emergency that requires immediate reporting (discharges to surface waters,
imminent failure of a storage structure) outside of the normal business hours must be reported
to NCDENR at 1-800-662-7956, 1-800-858-0368 or 1-919-733-3300
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence. This report must outline the actions
taken to remedy the area affected by the discharge and actions taken to avoid future
reoccurrence.
Persons responsible for inspections of this project are as follows:
Shane Fletcher—Residuals Management Coordinator (ORC) or his designee.
Special Conditions
• Direction of nozzles on spreader pull tankers will point in a downward manner.
• As directed by the City Of Burlington City Council, application within .25 miles of a public
school is prohibited.
• The City of Burlington Residuals Management Coordinator will schedule which sites to
apply Class A residuals to.
Last reviewed—6/5/17

Page: 1 of 2
Report Number: 16-250-0205 O
•
Account Number: 45475 Whitepine Road,Richmond,VA 23237
Submitted By: Shane Fletcher Waypoint.. 7621 Main 804-743-9401°Fax [phone]
ANALYTICAL www.waypointanalytical.com
Send To: City of Burligton Project:Maclog#1
Shane Fletcher
PO Box 1358 NC Cert#257
Burlington, NC 27216-1358
REPORT OF ANALYSIS Date Sampled: 9/1/2016 11:00:00
Lab Number: 59472 Date Received: 09/06/2016 00:00
Sample Id : Maclog#1 Date Reported: 09/13/2016
RESULT RESULT QUANTITATION LIMIT ANALYSIS
PARAMETER (%) (mg/kg) (mg/kg') ANALYST METHOD
DATE/TIME
Total Solids* 4.58 45800 100.0 JM 09/06/2016 14:44 SM-2540G
Moisture* 95.42 100.0 JM 09/06/2016 14:44 SM-2540G
Total Kjeldahl Nitrogen 0.70 6990 10.0 JM 09/07/2016 08:50 SM-4500-NH3C-TKN
Total Phosphorus 0.13 1280 100 KMM 09/07/2016 14:31 6010C
Total Potassium 0.05 486 100 KMM 09/07/2016 14:31 6010C
Total Sulfur 0.89 8860 100 KMM 09/07/2016 14:31 6010C
Total Calcium 0.31 3060 100 KMM 09/07/2016 14:31 6010C
Total Magnesium 0.15 1470 100 KMM 09/07/2016 14:31 6010C
Total Sodium 0.05 479 100 KMM 09/07/2016 14:31 6010C
Total Iron 13600 100 KMM 09/07/2016 14:31 6010C
Total Aluminum 102000 100 KMM 09/07/2016 14:31 6010C
Total Manganese 1700 5.00 KMM 09/07/2016 14:31 6010C
Total Copper 725 5.00 KMM 09/08/2016 15:52 6010C
Total Zinc 1220 5.00 KMM 09/08/2016 15:52 6010C
Ammonia Nitrogen 0.13 1310 10.0 JM 09/07/2016 08:50 SM-4500-NH3C
Organic N 0.57 5680 10.0 09/07/2016 08:50 CALCULATION
Nitrate+Nitrite-N <8.00 8.00 SJB 09/07/2016 13:40 4500NO3F-2011
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis. aa
Alk
ght
Our reports and letters are for the exclusive and confidential use of our clients.and may not he reproduced in whole or pad.nor may any reference be made
to the work.the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization.
Debbie Holt
Laboratory Supervisor

Page: 2 of 2
Report Number: 16-250-0205 �0
•
Account Number: 45475 7621 Whitepine Road,Richmond,VA 23237
B : Waypoint Main 804-743-9401°Fax [phone]
Submittedy Shane Fletcher ANALYTICAL www.waypointanalytical.com
Send To: City of Burligton Project:Maclog#1
Shane Fletcher
PO Box 1358 NC Cert#257
Burlington, NC 27216-1358
REPORT OF ANALYSIS Date Sampled: 9/1/2016 11:00:00
Lab Number: 59472 Date Received: 09/06/2016 00:00
Sample Id : Maclog#1 Date Reported: 09/13/2016
RESULT RESULT QUANTITATION LIMIT ANALYSIS
PARAMETER (%) (mg/kg) (mg/kg-) ANALYST METHOD
DATE/TIME
Total Cadmium <2.00 2.00 KMM 09/07/2016 14:31 6010C
Total Chromium 138 5.00 KMM 09/07/2016 14:31 6010C
Total Nickel 38.3 5.00 KMM 09/07/2016 14:31 6010C
Total Lead <5.00 5.00 KMM 09/07/2016 14:31 6010C
Total Arsenic 3.06 3.00 KMM 09/07/2016 14:31 6010C
Total Mercury <0.400 0.400 KMM 09/07/2016 10:00 SW-7471B
Total Selenium <5.00 5.00 KMM 09/07/2016 14:31 6010C
Calcium Carbonate Equivalent 2.13 21300 100 JM 09/08/2016 13:09 AOAC 955.01
Total Volatile Solids 33.50 335000 100.0 JM 09/06/2016 14:44 SM-2540G
Total Molybdenum <5.00 5.00 KMM 09/07/2016 14:31 6010C
Comments:
SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis. 62
4.1
Our reports and letters are for the exclusive and confidential use of our clients,and may not be reproduced in whole or pad,nor may any reference be made 6Wa
to the work.the results.or the company in any advertising,news release.or other public announcements without obtaining our prior written authorization.
Debbie Holt
Laboratory Supervisor

SAMPLE TRANSMITTAL FORM/CHAI1 I0fIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIHIIIIIIIIIIlllll4 7�°-0205
09-06 2016
A&L Eastern Laboratories, M ba 13:3103
7621 Whitepine Road Richmond VA 23237 Tel: 804
Office Information Customer Information
Rept# Submitted By Charge To Copy To Project
Shane Fletcher City of Burlington
Acct #45475 POB 1358 Email
Burlington NC 27216-1358 stletcheraci.burlington.nc.us
Lab Number (Lab Use Only) Sample ID Container Type Sampled Date: q-(-Ifs Date Recd: Cr-i --ftQ
y� Glass (Y s orf%0 Sampled Time: l(GG Time Recd: r
I ,£X(lac.4( Plastic (b(e�I or No) Sampled By: 5 P Recd By:
Reljngyished By: (Signature) I Date ���"' Time Received By: (Signature) Date Time
7f. Ver/zc(�
5 c11 \ P- Please Place a "X" by Desired Tests Internal Lab Code: SLBURL
Solids% TKN P K S Ca Mg Na Fe Al Mn Cu Zn NH4-N NO3-N
X X X X X X X X X X X X X X • X
CaCO3 Volatile I
Cd Cr Ni Pb As Hg Se pH Eq. % Solids% Org-N Mo Cl B Ba
X X X X X X X X X X X
SO4 Ag Sb Co Sn Ti V Be ALK SS Avail P Sol K Cond WIN SOL B 1
SOL NA O&G SP.GR. TSS Sieve#20 Sieve#60 Sieve#100 ASH CaO CaCO3 MgCO3 MgO C/N TOC Env 1
TOTAL TOTAL REACT
P205 K20 TN TKNW NH4W NO3W ORGN-W PA CERT AZ CERT BTU PCBS CN FECAL TCLP ICR
State Certification Needed: NC 1/ '5-u 5 l-614_,\_,
Special Instructions or Remarks Comments
C1-1A-11f1 \ n . - -o -vk

ArTrir
American Testing Technologies,Inc.
02/06/2017
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Report No.: 011817-03_07
Enclosed are the results of the sample(s) submitted to our laboratory on 01/18/2017.
All analyses were performed according to our laboratory's quality assurance program.
All sample results are reported on an"as-received wet basis unless otherwise noted. The
test results meet requirements of the NELAP standards for methods listed on the
laboratory's current fields of accreditation(EPA 8260, 8082, 8081, 8151, 8270, 6010,
6020, 1010, 9045, 7471, 1010, 1311, 150.1, 200.7,200.8,and 245.1) except as noted.
Results apply only to the items submitted to the laboratory for analysis. Pursuant to
NELAP,this report may not be reproduced except in full, and with written approval from
the laboratory.
If you have any questions please contact the laboratory manager at 330-634-9906 or via
email at samy�}aa,americantestingtechnologies.com
S.
• I i
l ai story Manager
SL-Test performed by an approved subcontract laboratory
BRL-Below Reporting limit
The results relate only to the items tested.ATT shall have no liability to the client or client's customer with
respect to decisions or recommendations made,actions taken or courses of conduct implemented by either
the client or the client's customer as a result of or based upon the Test Results.In no event shall ATT's
liability with respect to the Test Results exceed the amount paid to ATT by the client therefore.
•
Page 1of31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-664-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologles.com

ATT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirr
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL)
Laboratory ID#:011817-05
Date of Analysis: 01/25/2017
Certificate of Analysis
Metals-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Arsenic <1.0 mg/L 5.0 6010C
Barium <10 mg/L 100.0 6010C
Cadmium <0.5 mg/L 1.0 6010C
Chromium <1.0 mg/L 5.0 6010C
Lead <1.0 mg/L 5.0 . 6010C
Mercury <0.02 mg/L 0.2 7470A
Selenium <0.5 mg/L 1.0 6010C
Silver <I.0 mg/L 5.0 6010C
Final l e.. reviewed by:
IA �
La7rat tii`\Manager
Page 14 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-664-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologles.com

ATT
American Testing Technologies,inc.
City of Burlington,NC
Attn:GIenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL) •
Laboratory ID#:011817-05
Date of Analysis:01/24/2017
Certificate of Analysis
Volatiles-TCLP(EPA 1311)
Parameter Results Uni Regulatory Method
Limits Number
Benzene <0.1 mg/L 0.5 8260B
Carbon tetrachloride <0.1 mg/L 0.5 8260B
Chlorobenzene <0.1 mg/L 100 8260B
Chloroform <0.1 mg/L 6.0 8260B
1,2-Dichloroethane <0.1 mg/L 0.5 8260B
1,1-Dichloroethene <0.I mg/L 0.7 8260B
Methyl ethyl ketone <2.0 mg/L 200 8260B
Tetrachloroethene <0.1 mg/L 0:7 8260B
Trichloroethene <0.1 mg/L 0.5 8260B
Vinyl chloride <0.2 mg/L 0.2 8260B
Fin reviewed by:
La rat anger
• Page 15 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-684-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

ATT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL)
Laboratory ID#:011817-05
Date of Analysis:01/28/2017
Certificate of Analysis
BNA-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
1,4-Dichlorobenzene <0.05 mg/L 7.5 8270C
2,4-Dinitrotoluene <0.05 mg/L 0.13 8270C
Hexachlorobenzene <0.05 mg/L 0.13 8270C
Hexachlorobutadiene <0.05 mg/L 0.5 8270C
Hexachloroethane <0.05 mg/L 3.0 8270C
Nitrobenzene <0.05 mg/L 2.0 8270C
Pyridine <0.05 mg/L 5.0 8270C
o-Cresol <0.5 mg/L 200 8270C
m,p-Cresol <0.5 mg/L 200 8270C
Pentachlorophenol <0.5 mg/L 100 8270C
2,4,5-Trichlorophenol <0.5 mg/L 400 8270C
2,4,6-Trichlorophenol <0.5 mg/L 2.0 8270C
Fin e reviewed by:
Lab rat Manager
Page 16 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

Airir .
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL)
Laboratory ID#: 011817-05
Date of Analysis: 01/23/2017
Certificate of Analysis
Pesticides-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Chlordane <0.005 mg/L 0.03 8081B
Endrin <0.005 mg/L .0.02 8081B
Heptachlor <0.005 mg/L 0.008 8081B
Heptachlor epoxide <0.005 mg/L 0.008 8081B
Lindane <0.005 mg/L 0.4 8081B
Methoxychlor <0.1 mg/L 10.0 8081B
Toxaphene <0.1 . , mg/L 0.5 8081B
Fin:ir-,ort reviewed by:
i \i •
LaYira.YlManager
Page 17 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected: 01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL)
Laboratory ID#:011817-05
Date of Analysis:01/24/2017
Certificate of Analysis
Herbicides-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
2,4-D <1.0 mg/L 10.0 8151A
2,4,5-TP(Silvex) <1.0 mg/L 1.0 8151A
Fin r rt reviewed by:
rat Manager
Page 18 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-694-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

ATT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1205
Client ID#:Mackintosh Alum LAG(MAL)
Laboratory ID#:011817-05
•
Certificate of Analysis
Parameter Results Units Method Date of
Number Analysis
Reactive Cyanides <0.5 mg/kg 7.3.3.2 01/27/2017
Reactive Sulfides <25 mg/kg 7.3.4.1 01/27/2017
pH(Lab) 7.81 s.u. 9045D 01/18/2017
Flash point >140 °F 1010A 01/21/2017
•
Fin rt reviewed by:
Lab t anger
•
Page 19 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-6'34-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnotogtes.com

Serial Number 003036
Cl\,..r-irirtAmerican Testing Technologies, Inc.
ANALYSIS REQUEST AND1350 Home Avenue Akron, OH 44310
CHAIN OF CUSTODY RECORD Webslte:www.AmericanTestingt'echnologles.com
Toll Free: 877-634-9906 Phone: [phone]
American Testing Technologies,Inc. Fax: [phone]
PROJECT REFERENCE �~/ PROJECT NO. . PROJECT LOCH ON MATRIX PAGE OF
1..0 r r ( (.-c.iP (STATE) J TYPE REQUIRED ANALYSIS
PROJECT MANAGER p-� P.O.NUMBER CONTRACT NO. STANDARD REPORT
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CLIENT ADDRE ! 7 o o (SURCHARGE)
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SAMPLE _- _ g
DATE TIME SAMPLE IDENTIFICATION 8 a 2 a z NUMBER OF CONTAINERS SUBMITTED REMARKS
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RECEIVED BY:(SIGNATURE) DATE TIME RECEIVED BY:(SIGNATURE) DATE TIME RECEIVED BY:(SIGNATURE) DATE TIME
LABORATORY USE ONLY0.
RECEIVED FOR LA 0 OR Y: DATE TIME CUSTODY INTACT CUSTODY A:T,T. LABORATORY REMARKS
(SIGNATURE) { -1 /�
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7
ORIGINAL-RETURN TO LABORATORY WITH SAMPLES)

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name:City of Burlington
Status Maximum Dry Tons Per Year
Code" Facility Permit Holder Facility Name County Permit Number
Current n Proposed
R City of Burlington South Burlington WWTP Alamance NC0023876 450 450
°Status Code for source facility are: •N(New) •R(Renewed) •M(Modified) •D(Deleted)
b The amount of residuals currently permitted for distribution,land application,or disposal(i.e,not applicable to new facility).
SUMMARY FOR FORM: RSC 1 1-15 Page 1

State of North Carolina
D
Department of Environmental Quality R
°` Division of Water Resources
' Din of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-15
I. RESIDUALS SOURCE-GENERATING FACILITY INFORMATION(See Instruction B.):
1. Facility Name: South Burlington WWTP
2. Facility permit holder is: NI Federal, M State, M Local Government,or M Private.
Facility permit issued by: IN Div.of Water Resources, Div.of Environmental Health,
or 51 Other(explain: ).
3. Facility contact person and title:Richard Asher—Chief Operator
Complete mailing address: PO Box 1358
City: Burlington State:NC Zip: 27216
Telephone number: [phone] E-mail address:[e-mail]
4. Facility physical address: 2471 Boywood Rd
City: Graham State:NC Zip: 27253-
Coordinates: Latitude: 36°010 13o Longitude: 79°22o 23o
Datum: NAD83 Level of accuracy: second
Method of measurement: GPS
5. Purpose of the facility:
• treatment of municipal wastewater, NI treatment of 100%domestic wastewater,
treatment of potable water, M treatment of 100%industrial wastewater,
• treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 13%industrial and 87%domestic)
• other(explain: ).
6. Does the facility have an approved pretreatment program: M Yes E No
7. Facility permitted/design flow: 12 MGD and facility average daily flow: 7_3 MGD
8. Average amount of residuals being generated at this facility 1800 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 4 digesters with a volume of 2,357,800 gallons
Type and volume of residuals storage(i.e.,outside of residuals treatment units): All units have some treatment
II. RESIDUALS QUALITY INFORMATION(See Instruction C.):
1. Specify if residuals are regulated under:
El 40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503,otherwise,the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1 102(6)as:
Biological Non-Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems,extended aeration systems, and fixed film systems).
FORM: RSC 11-15 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-hazardous under
RCRA: (Note -this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100%non-municipal,domestic wastewater only)
a. Are the residuals listed in 40 CFR§261.31-§261.33: 0 yes M no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR§261.21-
261.24: '" yes M no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability,and reactivity:
Laboratory: ATT and Date of analysis: 2/06/2017
Passed corrosivity test: ® yes ❑ no. pH: s.u.(11.61)
Passed ignitability test: ►I yes ❑ no. Flashpoint:>140°F
Passed reactivity test: ®.es Eno. HCN:<0.5 mg/kg &H2S: <25 mg/kg
TCLP Parameter Limit Result TCLP Parameter Limit Result
(mg/I) (mg/I) (mg/1) (mg/I)
Arsenic 5.0 <1 Hexachlorobenzene 0.13 <0.05
Barium 100.0 <10 Hexachloro-1,3-Butadiene 0.5 <0.05
Benzene 0.5 <0.1 Hexachloroethane 3.0 <0.05
Cadmium 1.0 <0.5 Lead 5.0 <1
Carbon Tetrachloride 0.5 <0.1 Lindane 0.4 <0.005
Chlordane 0.03 <0.005 Mercury 0.2 <0.02 1
Chlorobenzene 100.0 <0.1 Methoxychlor 10.0 <0.1
Chloroform 6.0 <0.1 Methyl Ethyl Ketone 200.0 <2
Chromium 5.0 <1 Nitrobenzene 2.0 <0.05
m-Cresol 200.0 <0.5 Pentachlorophenol 100.0 <0.5
o-Cresol 200.0 <0.5 Pyridine 5.0 <0.05
p-Cresol 200.0 <0.5 Selenium 1.0 <0.5
Cresol 200.0 <0.5 Silver 5.0 <1
2,4-D 10.0 <1 Tetrachloroethylene 0.7 <0.1
1,4-Dichlorobenzene 7.5 <0.05 Toxaphene 0.5 <0.1
1,2-Dichloroethane 0.5 <0.1 Trichloroethylene 0.5 <0.1
1,1-Dichloroethylene 0.7 <0.1 2,4,5-Trichlorophenol 400.0 <0.5
2,4-Dinitrotoluene 0.13 <0.05 2,4,6-Trichlorophenol 2.0 <0.5
Endrin 0.02 <0.005 2,4,5-TP(Silvex) 1.0 <1
Heptachlor and its Hydroxide 0.008 <0.005 Vinyl Chloride 0.2 <0.2
FORM:RSC 11-15 Page 2 of 5

Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis)for the following metal parameters:
Laboratory: American Testing Technologies Inc. Date of analysis: 5/10/2017
Parameter Ceiling Monthly Average Result
Concentration Limits Concentration Limits
(ClassA &ClassB) (Class A Only)
(mg/kg) (mg/kg) (mg/kg)
Arsenic 75 41 <5.0
Cadmium 85 39 <5.0
Copper 4,300 1,500 60
Lead 840 300 20
Mercury 57 17 <0.20
Molybdenum 75 n/a <5.0
Nickel 420 420 <5.0
Selenium 100 100 <5.0
Zinc 7,500 2,800 280
b. For Surface Disposal Unit(landfill): Fill in the following table with the results of the latest analyses(i.e., on a dry weight
basis)for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal Arsenic Chromium Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mg/kg) (mg/kg) (mg/kg)
❑ >O but<25 30 200 210
❑ >25 but<50 34 220 240
❑ >50 but<75 39 260 270
❑ >75 but< 100 46 300 320
0 > 100 but< 125 53 360 390
❑ > 125 62 450 420
Result (mg/kg)
FORM: RSC 11-15 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 64.0%.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis)for the following nutrient and
micronutrient parameters:
Laboratory:American Testing Technologies Inc. and Date of analysis: 5/10/2017
Parameter Result
(mg/kg)
Aluminum 5780
Ammonia-Nitrogen 2000
Calcium 15630
Magnesium 4200
Nitrate-Nitrite Nitrogen 40
pH(Standard Unit)
Phosphorus 2300
Potassium 4840
Sodium 390
Total Kjeldahl Nitrogen 10000
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): .572
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist,or an agronomist,prior to land application of residuals.The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen(PAN) of the residuals: 10 %. This
rate is a(check one): ® default value,or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals(i.e.,on a dry weight basis)and fill the results in the following table:
Application Method First(1")Year PAN Five-Year
Maximum Adjusted PAN
(mg/kg) (mSAg)
Surface 3.68 4.65
Injection/Incorporation 5.68 6.160
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 11-15 Page 4 of 5

7. Pathogen Reduction: Per 1 5A NCAC 02T.1 106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
• A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
• A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings(except for non-biological residuals):
▪ Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] -Time/Temperature Compliance.
▪ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] -Alkaline Treatment.
• Alternative 3 [15A NCAC 02T.1106(b)(3)(C)]-Prior Testing for Enteric VirusNiable Helminth Ova.
• Alternative 4 [15A NCAC 02T.1106(b)(3)(D)]-No Prior Testing for Enteric VirusNiable Helminth Ova.
• Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] -Process to Further Reduce Pathogens(PFRP).
Specify one: composting, 0 heat drying, heat treatment,
thermophilic aerobic digestion, beta ray irradiation,
gamma ray irradiation, or pasteurization.
b. For Land Application of Class B:
Ti Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
• Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens(PSRP).
Specify one aerobic digestion, air drying, 0 anaerobic digestion,
composting,or lime stabilization.
c. For Surface Disposal:
• Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
• Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
• Exempt-if Daily Cover Alternative is chosen in Item 11.8.below[15A NCAC 02T.1106(a)(2)].
• Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1 107,specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T.1107(a)(1)] -38%Volatile Solids Reduction(Aerobic/Anaerobic Digestion).
• Alternative 2 [15A NCAC 02T.1107(a)(2)]-40-Day Bench Scale Test(Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.1107(a)(3)]-30-Day Bench Scale Test(Aerobic Digestion).
• Alternative 4 [I 5A NCAC 02T.1107(a)(4)] -Specific Oxygen Uptake Rate Test(Aerobic Digestion).
▪ Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T.1107(a)(6)] -Alkaline Stabilization.
• Alternative 7 [15A NCAC 02T.1107(a)(7)] -Drying of Stabilized Residuals.
• Alternative 8 [15A NCAC 02T.1107(a)(8)]-Drying of Unstabilized Residuals.
• Alternative 9 [15A NCAC 02T.1107(a)(9)] -Injection.
Alternative 10 [15A NCAC 02T.1107(a)(10)]-Incorporation.
Alternative for Surface Disposal Units Only-Soil/Other Material Cover[15A NCAC 02T.1107(b)(2)].
• Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 11-15 Page 5 of 5

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
'vision of Water Resources 15A NCAC 02T.1100—DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: City Of Burlington Class A Residuals Management Program
Applicant type: ❑Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑Federal ❑ State ® Municipal ❑ County
Signature authority's name per I 5A 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: License Number(for P.E.):
Affiliation: ❑On Staff ❑ Retained(Firm: _ )
Consultant's mailing address:
City: State: Zip: - `,.-m11.0�rl
Telephone number:(_)_- Email Address:
3. Fee submitted: (See Instruction B) .NN
NOn-tPERMIT 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: 9/1/15
Date of most-recently certified Attachment A(if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: City of Burlington Compost Facility
City: Graham 34„ 02272y State:NC 79.37131Zip: 27253-
Coordinates: Latitude:_° Longitude:_°_'
Datum: nad83 Level of accuracy: nearest second
Method of measurement: gps
County where facility is located:Alamance
2. Facility contact(person familiar with residuals preparation):
Name: Shane Fletcher Title:Residuals Management Coordinator
Mailing address: PO BOX 1358
City:Burlington State:NC Zip: 27216-
Telephone number: [phone] E-mail address: [e-mail]
FORM: DCAR 06-16 Page 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: See Narrative
4. Length of residuals storage at facility: See Narrative days(Note:the Division requires minimum 30 days storage in units that
are separate from treatment system, i.e.not in clarifiers,aeration basins,etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; Z lawn(bulk); ®home garden(bulk);
❑ other(explain);
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a 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:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals(dry ton)
Wocd chaps anS /cave-5 U -For1
3. Approximate amounts of the residuals received and processed at the facility:450 dry tons per year.
4. Approximate amounts of the final product(processed residuals)to be distributed:2250 dry tons per year.
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? ® Yes; ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: See Narrative
V. RESIDUALS SOURCE INFORMATION: (Required for all new,renewed,or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
it
i' _1
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
, attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I
have reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature,and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with
any active compliance schedule,and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
❑ Yes ❑ No,Explain; nn f
SIn441 F I t /Z� �t� IC�s� r {M w►4440 ee
(Signature Authority's Name—PLEASE PRINT) (Title)
;st that this application for 0141o. (DcAil S�^ p0S+ Fi1crl;4��
(Facility Natne)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water
Resources may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes
unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate
enforcement action, which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Note: In accordance with North Carolina General Statutes §143-215.6A and §143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine
not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: 6// [/7
FORM: DCAR 06-16 Page 3 of 3

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CITY OF BURLINGTON
SOUTH BURLINGTON WASTEWATER TREATMENT PLANT
2471 BOYWOOD ROAD, GRAHAM,NC 27253
PO BOX 1358, BURLINGTON,NC 27216-1358
[phone]
"COMPOGRO" COMPOST INFORMATION SHEET
Our"COMPOGRO" compost is manufactured from a controlled blend of biosolids,woody residues,leaves and other
compatible organic wastes. These materials are composted under carefully controlled conditions to assure the highest quality
product suitable for topsoil production,flowerbeds,lawn care,shrubbery,golf courses,parks,cemeteries,greenhouses,and
nurseries. The compost is analyzed routinely and has the following nutrient contents:
Available Nutrients per Ton(1 yard of Compogro weighs 812 lbs.)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo Cl Na
Broadcast 12.7 13.7 7.94 21.3 4.15 3.48 15.0 0.86 .29 0.08 .03 - - .55 pH 5.88-6.8
Soil Incorporation 19.0 13.7 7.94 21.3 4.15 3.48 15.0 0.86 .29 0.08 .03 - .55 %dry 62.2-64.0
Range of values based on the most recent analyses by NCDA&CS for FP#57
The production of COMPOGRO met all of the temperature requirements for pathogen destruction as required by the EPA and the
North Carolina Department of Environment and Natural Resources(NCDENR). The composting process has achieved
temperatures of not less than 131 degrees Fahrenheit for three consecutive days,and has been tested for pathogen indicator
organisms prior to public distribution. This product has been composted for at least 21 days and cured for more than 21 days to
provide additional product quality. The heavy metal content of COMPOGRO is less than or equal to the metals limitations
established by EPA and recognized by NCDENR for classification as exceptional quality biosolids. During the composting and
curing process,this product met the EPA and NCDENR requirements for vector attraction reduction by achieving an average of
113 degrees Fahrenheit for at least 14 consecutive days. COMPOGRO is suitable for distribution to the public for a variety of
agricultural,landscaping,and horticultural uses with the following restrictions:
COMPOGRO shall not be applied to land except in accordance with the instructions contained herein.
1. Do not apply if COMPOGRO causes prolonged nuisance conditions
2. Do not ingest or allow others to ingest COMPOGRO. Wash hands after handling.
3. Third parties must be provided with COMPOGRO information sheet.
4. COMPOGRO shall not be applied to any site that is flooded,frozen,or snow covered.
5. COMPOGRO shall not be applied within 25 feet of any surface water.
6. COMPOGRO shall not be applied within 100 feet of any wells or private or public water supply sources.
7. COMPOGRO stored for longer than 14 days must be covered.
8. Adequate precaution must be taken to prevent runoff of COMPOGRO during rainfall events.
9. COMPOGRO should not be applied if it threatens any species listed under section 4 of the Endangered Species Act.
10. COMPOGRO shall not be applied to any area in the 100 Year Flood Elevation unless it is tilled in to the soil.
11. COMPOGRO shall not be applied to an area if there is less than 1-foot separation from the vertical water table.
12. COMPOGRO shall not be applied within 24 hrs following a rainfall event of 0.5 inches or greater.
13. COMPOGRO should be applied at agronomic rates.
The end user of this product is expected to use this product as described above. All state and federal regulations are intended for
the protection of the public health and the environment.
Limited Warranty and Disclaimer: The City of Burlington warrants that the product,COMPOGRO,meets the specifications
stated above. Except as stated in the preceding sentence,there are no warranties,express or implied,that extends beyond the
representations herein made. Specifically,there are no warranties of merchantability or fitness or suitability thereof for any
purpose. If for any reason COMPOGRO fails to meet the specifications,the Buyer's sole remedy shall be limited to the recovery
of the purchase price. Under no circumstances shall the City of Burlington be liable for any other damages,including direct,
indirect,consequential or special damages.

CITY OF BURLINGTON
SOUTH BURLINGTON WASTEWATER TREATMENT PLANT
2471 BOYWOOD ROAD, GRAHAM, NC 27253
PO BOX 1358, BURLINGTON, NC 27216-1358
"COMPOGRO" COMPOST INFORMATION SHEET
Acknowledgement: The undersigned Buyer acknowledges that he or she has been provided with a
COMPOGRO Utilization Agreement and an estimated use calculator worksheet. The undersigned agrees to
abide by the restrictions concerning use of this product.
Buyer Signature Date
Name: Quantity:
Address: Intended use:
Telephone: Purchase price$

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 buyers are 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 Maintenance of Compost 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 Case loader and Freightliner tandem
dump truck is scheduled by the City of Burlington's Equipment Services Division while
maintenance on the Erin Screener is handled by 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 compliance from
each finished compost pile and sent to contract laboratories for analysis.
• TCLP will be collected once per year and 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 test 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 will have 4 thermometers that will be used to
track daily temperature.

Inspection
The Facility is inspected Mon — Fri by the 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 inconsistencies or causes for concern found during any inspection are addressed in
a timely manner by Compost Facility staff, City of Burlington Plants Maintenance staff,
and City of Burlington Fleet Maintenance staff or outside contractors.

COMPOST SPILL CONTROL PLAN
City of Burlington, NC
IN THE UNLIKELY EVENT OF A SPILL, THE FOLLOWING ACTIONS SHALL BE TAKEN
IMMEDIATELY:
MANAGEMENT OF SPILL CLEAN-UP ACTIVITIES:
In the event there is a spill of Class A compost,the Residuals Management Coordinator will oversee the cleanup process.
This may include the use of City of Burlington resources or outside contractors if necessary.
CONTAIN THE SPILL:
Form a barrier to prevent run off to surface waters.This will be done when weather conditions dictate a possible runoff.
CLEAN-UP:
The use of front end loaders and vacuum equipment will be employed when needed but do to the physical characteristics
of compost; shovel and broom may suffice in most cases. All compost will be removed that may enter surface waters or
drinking wells.
FINAL CLEAN-UP:
The spill area will be restored to its original condition if possible.
DTIFICATION:
As soon as possible after the spill occurs,the Residuals Management Coordinator or his designee will notify any
concerned parties in the City of Burlington Water Resources Department.
REPORTING:
The Residuals Management Coordinator will notify the Winston Salem Regional Office of the NCDENR by telephone
within 24 hours or the next working day following any occurrence where a spill of Class A compost violates any
condition of the permit. Within 5 days of the occurrence, a written report will be filed with NCDENR, listing relative
information and actions taken.
Residuals Management Coordinator: Shane Fletcher
(City of Burlington) 336-675-5927 mobile [phone] office
Water Resources Director Bob Patterson
(City of Burlington) 336-516-2255 mobile [phone] home 336-222-5130 office
Water& Sewer Operations Manager: Eric Davis
(City of Burlington) 336-516-6532 mobile [phone] home 336-222-5133 office
Chief Chemist: Glen McGirt
(City of Burlington) 336-516-6534 mobile [phone] home 336-222-5133 office
)cal Police/Fire 911

NCDENR Winston-Salem Regional Office: 336-771-5000
-"C State Warning Point: 800-858-0368 (toll free)
(after hours, holidays, weekends)
Revised May 30,2017

City of Burlington
Class A Compost Program Narrative and Information
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.
DESIGN CRITERIA
Design Flow: 5.5 dry tons feed sludge per day
Equipment Description:
Number Equipment Purpose
2 Grinder pumps Transfer residuals from existing storage tanks

- 2 -
1 2-meter belt press Dewater feed sludge to 16%—20% solids
1 Berth for 2' 2-meter belt press (future)
1 Conveyor Transfer dewatered sludge to mixing area
1 25,500 ft2 Open area Storing amendment material
1 1,710 ft2 Covered area Blending dewatered residuals and amendment material
1 1,875 ft2 Covered area Storing amendment material
1 Agricultural Feed Mixer Blending dewatered residuals and amendment material
1 35,700 ft2 Covered area Composting blended residuals/amendment material
11 5-Horsepower blowers Aerating static piles (Maximum of 22 static piles)
1 153 yd3 Trammel screen Screening composted product and recovery of amendment
1 15,000 ft2 Open area Final curing and maturation and storage of Class A product
1 900 ft2 Biofilter Capture and treats odor-generating compounds in the
facility
1 4,900 ft2 Biofilter Capture and treat odor-generating compounds in the facility
1 Polymer Feed System Assist with the dewatering of residuals
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

- 3 -
2. A Salmonella sp. bacteria must be less than 3 MPN per 4 grams of total solids (dry weight)
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.
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
170509-07 would indicate that the pile was started on May 9, 2017 and was aerated using blower 7.
Each pile is monitored for temperature with at least four thermometers. We are satisfying the 40 CFR

- 4 -
503 pathogen reduction requirements by keeping the compost above 131 degrees F for three (3)
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.
"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 them on or
off as needed to supply airflow to the piles. After the biosolids and amendment (wood chips and
leaves) are mixed together, the mixture is placed on the 4 inch perforated pipe to 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
temperatures are recorded daily to track the composting process. Results are entered into a database to

- 5 -
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
fecal bottles to make one composite sample, and collect a minimum of three (3) composite samples for

- 6 -
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 bottles or sterile sealable plastic bags and are sent
directly to the lab for analysis. The samples are hand delivered to the City of Burlington wastewater
lab (Certificate No. 188). A dry solids analysis and the fecal test require about four day's turnaround
from sample collection to reporting of the data. Sample results are recorded and laboratory reports are
maintained on file at the facility.
Similar sampling techniques are used to collect samples for nutrient and metals analyses. Those
samples are contained in sealable plastic bags and sent to Way Point Laboratories, Inc. in Richmond,
VA, NCDA&AS or other laboratories as needed. This data will be used to formulate the information
sheets that are given to the user of the compost. These analyses will be performed prior to distribution
of the finished product, and the results will be maintained on file at the facility.
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 as above and sent to the City of Burlington Laboratory for
analysis.
Marketability and Recommended uses
After all sampling is complete and analysis results are in hand we can sell the product. We sell in bulk
to individuals and private contractors who use our product for vegetable gardening, flower gardening,
sod preparation, new lawn construction and other landscaping needs. At the time of sale the purchaser

- 7 -
is given agronomic information for the specific batch; permit required setbacks and recommendations
for product use. The purchaser signs their name in 2 separate spots on the sales ticket. The first spot
acknowledges sale of the product and other acknowledges that they have received agronomic, setback
and product use recommendations prior to use. See attached sales and information sheets.
Leachate Collection and Containment
The Leachate containment system is split into 2 different systems to better serve the sources of the
leachate at this facility. The first system catches or treats any leachate from the amendment storage
area. We accomplish this by using curbing to funnel any leachate from our amendment piles directly
to drains that flow to an underground concrete tank. This tank serves the purpose of catching leachate
from amendment piles or the initial flow after a rainfall event and is pumped back to the South
Burlington Waste Water Treatment Plant for treatment. There is an overflow in this tank that directs
high flows from rainfall events to a storm water pond that is onsite and maintained by facility staff.
The second leachate system serves the area where finished compost, curing compost and static pile
compost is stored. Any leachate collected through curbing, guttering and drains flow to a pump station
on site and is then pumped to the South Burlington Waste Water Treatment Plant for treatment.

OC414
:�C. Cj `.Ir )�� CITY 0F$URLIN6TON '�f �-(1 _, --�: 41506 Laboratory Services `x. 4.,:g
Report Date: 1/6/2017 Sample ID: Finished Pile 55
ID #: 161031
Cetificate of Analyses
Initial testing 60 day repeat Failure Repeat no.
PASS FAIL
Sample #: A B C C-Dup
Sample Date: 1/3/2017 1/3/2017 1/3/2017 1/3/2017
Sample Time: 0840 0842 0844 0844
pH: 5.9 6.0 5.9 5.9
Z Solids: 75.7 74.6 77.3 77.0
Fecal Coliform: 36 29 453 453
(MPN/dry grm) f 1 '�4 A 2+�`'', 'f341;-,%,-..:,
average of C= 453
Geometric mean= ? MPN/dry grm
Certified by: A'j9 -�'
Glenn chi
Laboratory Supervisor
NC Wastewater Certification #188 NC Water Supply Certification #37612

CITY OF BURLINGTON
• POST OFFICE BOX 1358
BURLINGTON NC 27216-1358
336-570-6138
CONTACT PERSON — SHANE FLETCHER
COMPOST FACILITY
CHAIN OF CUSTODY FOR COMPOST FECAL COLIFORM SAMPLE
SAMPLE LOCATION: Y//!is!?e0 Cm�- 0 f / $
SAMPLED BY: e72-&----X.
A ' PV° C
�
DATE: fhb TIME: 0 -fyt
DELIVERED
DATE: //31 (7 n TIME: (9 73�
RECEIVED IN LAB BY:?J/ICVLTX"
ATE: q
1' ( TIME:
v l
SHIPPED BY:
DATE: TIME:
REMARKS
SAMPLE I.D.# A - l6/03
SAMPLE I.D.# 13 - /fo lU 3/
SAMPLE I.D.# C - /to l0 3 /
SAMPLE I.D.#
*Will the results of this sample be used for compliance reporting. YES NO
NCDENR-DWQ
WATER QUALITY SECTION
NON-DISCHARGE COMPLIANCE ENFORCEMENT UNIT
1617 MAIL SERVICE CENTER
ALEIGH NC 27699-1617

17c
P 1,
�Cit
.tyc,', N 4`�GT N j.
v �
o
' CITY OF BURLINGTON c-' `t0,�7 -''A 14,1SD6 Laboratory Services �'4'45t 4 leb
Report Date: 11/3/2016 Sample ID: Finished Pile 55
ID #: 161031
Cetificate of Analyses
Initial testing 60 clay repeat Failure Repeat no.
PASS FAIL
Sample #: A B C C-Dup
Sample Date: 10/31/2016 10/31/2016 10/31/2016 10/31/2016
Sample Time: 0800 0803 0805 0805
pH: 4.8 4.6 4.4 4.4
% Solids: 60.7 57.3 57.0 57.5
Fecal Coliform: <3 <3 <3 <3
(MPN/dry grm)
average of C= (3
Geometric mean= 3 MPN/dry grm
Certified by: iii..C__� i
Glenn c6irt
( Laboratory Supervisor
NC Wastewater Certification #188 NC Water Supply Certification #37612

CITY OF BURLINGTON
POST OFFICE BOX 1358
BURLINGTON NC 27216-1358
336-570-6138
CONTACT PERSON - SHANE FLETCHER
COMPOST FACILITY
CHAIN OF CUSTODY FOR COMPOST FECAL COLIFORM SAMPLE
SAMPLE LOCATION: / .t;5-110 d C .v.�a i�" w.t4.
SAMPLED BY:
C
A _ davo C -
DATE: /DA II TIME: /3 - f21fJ.�
DELIVERED BY: a5
DATE: /9/3./lti, TIME: 6 ,C,/
RECEIVED IN LAB BY: e, ---
ATE: / D 3l"AO TIME: Y' S Q
SHIPPED BY:
DATE: TIME:
REMARKS
SAMPLE I.D.# A - /W f0.3/
SAMPLE I.D.# Q • lco /03/
SAMPLE I.D.# C ' /0 D 3/
SAMPLE I.D.#
* Will the results of this sample be used for compliance reporting. YES NO C.
NCDENR-DWQ17
WATER QUALITY SECTION
NON-DISCHARGE COMPLIANCE ENFORCEMENT UNIT
1617 MAIL SERVICE CENTER
ZALEIGH NC 27699-1617

Page: 1 of 2
1 Report Number: 16-307-0202 W
Account Number: 45475 i Whitepine Road,Richmond,VA 23237
Waypoint. 7621 Main 804-743-9401°Fax [phone]
Submitted By: Shane Fletcher ANALYTICAL www.waypointanalytical.com
Send To: City of Burligton Project:Biosolids
Shane Fletcher NC Cert#257
PO Box 1358
Burlington , NC 27216-1358
REPORT OF ANALYSIS Date Sampled: 10/31/2016 08:00:00
Lab Number: 60490 Date Received: 11/02/2016 00:00
Sample Id : Biosolids Date Reported: 11/08/2016
PARAMETER RESULT RESULT QUANTITATION LIMIT ANALYST ANALYSIS METHOD
(%) (mg/kg) (mg/kg') DATE/TIME
Total Solids* 58.72 587200 100.0 Ft D 11/02/2016 15:20 SM-2540G
Moisture* 41.27 100.0 R D 11/02/2016 15:20 SM-2540G
Total Kjeldahl Nitrogen 2.42 24200 10.0 JM 11/03/2016 08:55 SM-4500-NH3C-TKN
Total Phosphorus 0.64 6430 100 MOS 11/04/2016 15:12 6010C
Total Potassium 0.59 5870 100 MOS 11/04/2016 15:12 6010C
Total Sulfur 0.35 3470 100 MOS 11/04/2016 15:12 6010C
Total Calcium 1.93 19300 100 MOS 11/04/2016 15:12 6010C
Total Magnesium 0.43 4340 100 MOS 11/04/2016 15:12 6010C
Total Sodium 0.05 479 100 MOS 11/04/2016 15:12 6010C
Total Iron 11600 100 MOS 11/04/2016 15:12 6010C
Total Aluminum 9430 100 MOS 11/04/2016 15:12 6010C
Total Manganese 799 5.00 MOS 11/04/2016 15:12 6010C
Total Copper 80.3 5.00 MOS 11/04/2016 15:12 6010C
Total Zinc 212 5.00 MOS 11/04/2016 15:12 6010C
Ammonia Nitrogen 0.54 5430 10.0 JM 11/03/2016 08:55 SM-4500-NH3C
Organic N 1.88 18770 10.0 11/03/2016 08:55 CALCULATION
Nitrate+Nitrite-N 11.6 1.40 SJB 11/03/2016 14:38 4500NO3F-2011
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis. `(/ LL\\r�//'///^/�'p//A'
6�:`0�i/��-0A-A
.. ... ..:S.'!.•. r r. 1, i , , r,dt I. ....e ,..:-1... > r a, . ...(.,.., [ . 1:L'7 bCri,r. ;f'.l!(,..„R L{, _v..'1,,.c, ...
Debbie Holt
Laboratory Supervisor

Page: 2of2
Report Number: 16-307-0202 Q
Account Number: 45475
Waypoi nt. 7621 Whitepine Road,Richmond,VA 23237
Submitted By: Shane Fletcher Main 804-743 9401°Fax [phone]
ANALYTICAL www.waypointanalytical.com
Send To: City of Burligton Project:Biosolids
Shane Fletcher NC Cert#257
PO Box 1358
Burlington, NC 27216-1358
REPORT OF ANALYSIS Date Sampled: 1 0/31/201 6 08:00:00
Lab Number: 60490 Date Received: 11/02/2016 00:00
Sample Id: Biosolids Date Reported: 11/08/2016
PARAMETER RESULT RESULT QUANTITATION UMIT ANALYSIS
(%) (mg/kg) (mg/kg') ANALYST DATE/TIME METHOD
Total Cadmium <2.00 2.00 MOS 11/04/2016 15:12 6010C
Total Chromium 84.6 5.00 MOS 11/04/2016 15:12 6010C
Total Nickel 16.9 5.00 MOS 11/04/2016 15:12 6010C
Total Lead 17.8 5.00 MOS 11/04/2016 15:12 6010C
Total Arsenic <3.00 3.00 MOS 11/04/2016 15:12 6010C
Total Mercury <0.400 0.400 JM 11/07/2016 09:50 SW-7471B
Total Selenium <5.00 5.00 MOS 11/04/2016 15:12 6010C
Calcium Carbonate Equivalent <0.25 <2500 2500 R D 11/03/2016 11:30 AOAC 955.01
Total Volatile Solids 69.08 690800 100.0 R D 11/02/2016 15:20 SM-2540G
Total Molybdenum <5.00 5.00 MOS 11/04/2016 15:12 6010C
Comments:
CCE,SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis. // '��//n/1{/Q
no,tev:xi:: .,i.Y it,I: t'_.a::4 fo :xJ?:Y.;R'F."na i:a.n;iiien?ia?,15,7 of OUP t'i,F,Fs A,?!i a.8„not i ?reiVOMa`(d(i,111dViipff?:?:;?art.H.r'nv.':v r'B7P 2n.xa:>'?:YacG, /���,t/""'•" � ��`�'-tl .�
k.)rm.:-:t orit tn.:, r:5:: . o :ix: ce,:rrziny tr,ant'.1!71,2A131ng.if.:-Wss t'r?. .._. ?uhii.;an/(Jo:1Ct'R2'L•L.a:!n')Oi Pht;?won our y%'?+37 tt'lt;;t??:iiU00:,`.:jtx;!1_
Debbie Holt
Laboratory Supervisor

SAMPLE TRANSMITTAL :
A&L Eastern I 111111110 Ills II I I III'
I I I I I1 III;i 6-30T-0202
022016 nilL .7621 Whitcpine Road Richmo city of su fiolon 14 28 11
�
Biosolids = 11+
Office Information Project
Rept# Submitted By Chi..,,. ,.. - -
Shane Fletcher City of Burlington _ ,
Acct#45475 POD 1358 Email
Burlington NC 27218-1358 [e-mail]
Lab Number(Lab Use Only) Sample ID Container Type Sampled Date: ;p 14) Date Recd: ioiz i J 1l,2
Glass (Yes or ) Sampled Time: r,_•F Time Recd: n Cc)�6 r� NI' 63 Plastic (ej or o) Sampled By: _ `F Recd By: �V--.
Relinquished By: (Sisnature) Date Time Received By: (Signature) Date Time
pr � 4 Please Place a "X" by Desired Tests Internal Lab Code: SLBURL
Solids% TKN P K S Ca Mg Na Fe Al Mn Cu Zn NH4-N NO3-N
X x X X X X X X X X X X X X X
CaCO3 Volatile
Cd Cr Ni Pb As Hg Se pH Eq. % Solids% Org-N Mo CI B Ba
X X X X X X X X X X X
SO4 Ag Sb Co Sn Ti V Be ALK ' SS Avail P II Sol K Cond WIN 1 SOL B
SOL NA I O&G 1 SP.GR. ! TSS 1 Sie vim! Sieve#60 Sieve#100 ASH ! Ca0 CaCO3 1 M.0O3 M.O C/N TOC Env
TOTAL TOTAL REACT
• P205 K20 TN TKNW NH4W NO3W ORGN-W PA CERT AZ CERT BTU PCBS CN FECAL TCLP ICR
State Certification Needed: NC
Special Instructions or Remarks Comments

el4
1yGT O N •. ley.GT N
�O J4v j �'�
tlg
��f7� CITY OF BURLINGTON ��lv t s 7a��E: 4.1%16 Laboratory Services '`'�B 24.184-6
Report Date: 4/28/2017 Sample ID: Finished Pile 56
ID #: 170228
Cetificate of Analyses
Initial testing 60 day repeat Failure Repeat no.
PASS FAIL
Sample #: A B C C-Dup
Sample Date: 4/25/2017 4/25/2017 4/25/2017 4/25/2017
Sample Time: 0830 0833 0835 0835
pH: 7.4 7.3 7.2 7.2
% Solids: 57.2 388.0 246.0 371.0
Fecal Coliform: 58 388 246 371
(MPN/dry grm)
average of C= 308
Geometric mean= 191 MPN/dry grm
Certified by:1/4
Glen in
La oratory Supervisor
NC Wastewater Certification #188 NC Water Supply Certification #37612

CITY OF BURLINGTON
POST OFFICE BOX 1358
BURLINGTON NC 27216-1358
336-570-6138
CONTACT PERSON — SHANE FLETCHER
COMPOST FACILITY
CHAIN OF CUSTODY FOR COMPOST FECAL COLIFORM SAMPLE
SAMPLE LOCATION: fn/sha I paa i A./ 51
SAMPLED BY:
,Q - ©�30 e- O 31
DATE: IS-fis 7 TIME: 13 - 0/3 3
DELIVERED BY: S 2' ;7-
DATE: y/zc/ TIME: /0 2
RECEIVED IN LAB BY:
►TE: (4- - - 1 7 TIME: / C► Z 0
SHIPPED BY:
DATE: TIME:
REMARKS
SAMPLE I.D.# , - /7D.2 a f
SAMPLE I.D.# p — / 70,7 r
SAMPLE I.D.# G ' /7
SAMPLE I.D.#
* Will the results of this sample be used for compliance reporting. YES NO
NC)ENR-DWQ
WATER QUALITY SECTION
NON-DISCHARGE COMPLIANCE ENFORCEMENT UNIT
1617 MAIL SERVICE CENTER
►LEIGH NC 27699-1617

�,c,TON NO.
r.GTONj
' yA �fr ,J4v� A, '?�'
•
y o . n- �-�� . CITY OF BURLNGTON r th
am ;;��8 14.1$9�' Laboratory Services ';'-4'$ 14.-06
Report Date: 3/3/2017 Sample ID: Finished Pile 56
ID #: 170228
Cetificate of Analyses
Initial testing 60 day repeat Failure Repeat no.
PASS FAIL
Sample #: A B C C-Dup
Sample Date: 2/28/2017 2/28/2017 2/28/2017 2/28/2017
Sample Time: 0850 0852 0855 0855
pH: 7.4 7.3 7.1 7.1
Z Solids: 51.1 48.6 51.4 52.4
Fecal Coliform: 470 494 467 458
(MPN/dry grm)
average of C= 462
Geometric mean= 474 MPN/dry grm
Certified by:
Glenn McGirt
Laboratory Supervisor
NC Wastewater Certification #188 NC Water Supply Certification #37612

eCoPiv
iJ `.- d
k co
CITY OF BURLINGTON LABORATORY SERVICES
NC Wastewater Laboratory Certification#188
336-222-5133
. ,. ;_ ..:.:Viz.
v010140� ac.! E 4 fi :,.
_ yr' Y R'N �`�"' 4'',Lx,�.�(�t'JrTle�� !.....'"'i:� •; -'
_, .,f,. -- F yY�F.,•'q r vi { Y,:? Jg !-:ti.t <Y i:t.L-: a
,.
-. . - +�;t. _.:1:-: ''.'lf:'_ '/'�:. i'/J''f. a7, '�'�S,�Ys':F'.y, 4z�'Pi COY';y�r) '�-'X,¢.1:.-i�1:'t '�
_ .:.1,=t•j- ',•; .:.'•':�s}',�'V �Fj. ��Q4'' �".Za¢'>'p_ ��'��..." .��' _f' •
—s2 '-ty� -,.G'••'
:s -i .•^:- ::3 r�-`�_Y%y..l r ':$ •T,,. �K_d g wti G'r tip Y Sze. 7_ lr'� �rt%+""L b'i
. . ... , y�-•.,f..___T.L.l_ _ .r IF.._.Fis-- a'a-5_,.a_{.`_L ' y_ 5�' t++JJ :b'ol. s b' 1•-,
South WWTP Digester#2
South WWTP Digester #3
South WWTP Digester#4
East WWTP Digester#1
Mackintosh Lagoon #1
Mackintosh Lagoon #2
Compost npaa8 Dias/v-1 ogS5 --)'(3 31381'1 11H� AV
Other
Certified by 1 t:‘\ Nmc, rA- date a/as/n

CITY OF BURLINGTON
POST OFFICE BOX 1358
BURLINGTON NC 27216-1358
336-570-6138
CONTACT PERSON-SHANE FLETCHER
COMPOST FACILITY
CHAIN OF CUSTODY FOR COMPOST SAMPLE
SAMPLE LOCATION: 6:11/s L L as a(42
SAMPLED BY:
DATE: l/2-47 TIME: &IJY
DELIVERED TO C.O.B. LAB BY: S:.21*
DATE: �- Z F-7 TIME: l/ (10
RECEIVED IN C.O.B. LAB BY: AAAc1—
DATE: a./ /11 t ^ TIME: I/L0
SHIPPED FROM C.O.B. LAB BY: ?4 Gw' v . Lf2--
„ATE: TIME:
RECEIVED IN WAYPOINT LAB
BY;
DATE; TIME:
REMARKS
SEND COPY OF REPORT TO:
SHANE FLETCHER
CITY OF BURLINGTON PLEASE RUN
P.O. BOX 1358 RUN pH, RUN SO4
BURLINGTON NC 27216-1358 RUN SL1 & SL2 plus the following-
TELEPNONE 336-570-6138 RUN NH4-N,NO3-N,ORGANIC N,Cd,Cr,
FAX [phone] Ni,Pb,As,Hg,Se,CaCO3 equiv.,Volatile Solids,Mo,CI
SAMPLE I.D.# / Z2•1+.0'c
* Will the results of this sample be used for compliance reporting. YES NO
NCDENR-DWQ •
VATER QUALITY SECTION
NON DISCHARGE COMPLIANCE ENFORCEMENT UNIT
1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617

ATT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 03/03/2017
Date Reported: 03/13/2017
Date Collected:02/28/2017
Time Collected:0855
Client ID#: 170228
Laboratory ID#:030317-04
Certificate of Analysis
Parameter Result Result Analysis Date Method
(%) mg/kg)
Aluminum,Total 8,000 03/11/2017 6010C
Arsenic,Total <5.0 03/11/2017 6010C
Cadmium,Total <5.0 03/11/2017 6010C
Calcium,Total 2 20,350 03/11/2017 6010C
Chromium, Total 50 03/11/2017 6010C
Copper,Total 70 03/11/2017 6010C
j Iron,Total 1.5 14,850 03/11/2017 6010C
Lead,Total 30 03/11/2017 6010C
Magnesium, Total 0.47 4,750 03/11/2017 6010C
Manganese, Total 1070 03/11/2017 6010C
Mercury, Total <0.20 03/11/2017 7471B
Molybdenum, Total <5.0 03/11/2017 6010C
Phosphorus, Total 0.29 2,860 03/11/2017 6010C
Nickel,Total 5 03/11/2017 6010C
Potassium, Total 0.52 5,180 03/11/2017 6010C
Selenium,Total • <5.0 03/11/2017 6010C
Sodium, Total 0.04 440 03/11/2017 6010C
Sulfur, Total 2.6 26,000 03/11/2017 6010C
Zinc,Total 190 03/11/2017 6010C
Total Kjeldahl Nitrogen 1.20 11,670 03/10/2017 SM-4500
Ammonia Nitrogen • 0.50 5,000 03/10/2017 SM-4500
Organic Nitrogen 0.70 7,000 03/10/2017 Calculation
Nitrate+Nitrite-N 37 03/11/2017 SM-4500C
Calcium Carbonate Equivalent 7 70,000 - 03/09/2017 AOAC 955.01
Total Solids 54 540,000 03/03/2017 SM-2540G
Total Volatile Solids 24 240,000 03/03/2017 SM-2540G
Moisture 46 ; 03/03/2017 SM-2540G
•
1350 Home Avenue Akron,OH 44310
loll Free: 877-694-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingrechnologies.com

_______________ American Testing Technologies,Inc.
�,�,�i r�r ANALYSIS REQUEST AND 1350'Home Avenue Akron, OH 44310
CHAIN OF CUSTODY RECORD Website:www.AmericanTestingTechnologles.com
Toll Free: 877-634-9906 Phone: [phone]
American Testing Technologies,Inc. Fax: [phone],7
PROJECT REFERENCE PROJECT NO. PROJECT LOCATION MATRIX PAGE OF
CoYv,po5�- (STATE) AjC, TYPE REQUIRED ANALYSIS
PROJECT M U MANAGER R 1 P.O.NUMBER CONTRACT NO. STANDARD REPORT
GtQAY, NPAC trA" DELIVERY
CLIENT(SITE) CLIENT PHONE CLIENT FAX g kg DATE DUE
(53
CLIENT NAME to) as 6133 8.CLIENT EMAIL j 8i EXPEDITED REPORT
CA1 o- 'ttikr1 MDOCJa erAC.. r- 1/0GI,turiMcjion.nC,0.5 I o DELIVERY Q
CUE ADDRESS, _o (SURCHARGE)
M DATE DUE_
PO rz� C35$ _ -
1 1 r� -1.t:'.:. •,i,- ?,': .:., • NUMBER OF COMAS SUBMITTED
LAB T M. 413() C, J 1 l g-ss .8 { � • PEA RNIPMENT
SAMPLE 'RE A
DATE ME SAMPLE IDENTIFICATION A f y `4 z 46:F`°\\ 5 NUMBER OF CONTAINERS SUBMITTED REMARKS
a-ag.-► 110DAS G. 1 I % 60( r,p, KiS coy m�, —
JJo Fat Apt AAA Cup �zn6 N•1I�-tJ.
•
t,n CcL,Y0 i \Io1 4 Le Sp 05 90J oa w
RELINQUISHED BY:(SIGNATURE) DATE TIME R I QUISHE7Y:(SIGUATTunF) DATE TIME RELINQUISHED BY:(SIONATURE) DATE TIME
RECEIVED BY:(SIGNATURE) DATE TIME RECEIVED BY:(SIGNATURE) DATE TIME RECEIVED BY:(SIGNATURE( DATE TIME
LAIR-JR TORY USE ONLY
RECEIVEDFORLABAORATORYBY: 'DATE ' TIME :CQSTODYINTACT. ;CIATIDY A:T.T.' .LABORATORY:REMARKS
triOjavel_...-- . 3/1-) . I,I S. : :YES O. . - Sr-Ai NO,,. IcN
:Oct
1
ORIGINAL-RETURN TO LABORATORY WITH SAMPLE(S)

c
.\. GTON .\ZyoTON A
�Nfvt t? 7�� CITY OF BURLINGTON ��� tc �=(
4E& 14.103 Laboratory Services 44'4'8 4.)06
Report Date: 5/5/2017 Sample ID: Finished Pile 57
ID #: 170425
Cetificate of Analyses
Initial testing 60 day repeat Failure Repent no.
PASS FAIL
Sample #: A B C C-Dup
Sample Date: 5/2/2017 5/2/2017 5/2/2017 5/2/2017
Sample Time: 0830 0832 0835 0835
pH: 6.8 6.6 6.5 6.5
Solids: 61.0 60.6 61.0 62.1
Fecal Coliform: 574 890 230 274
(MPN/dry grm)
average of C= 252
Geometric mean= 505 MPN/dry grm
Certified by:
Glenn c
Labor ory Supervisor
NC Wastewater Certification #188 NC Water Supply Certification #37612

eee-N
a_
4ie'
CITY OF BURLINGTON LABORATORY SERVICES
NC Wastewater Laboratory Certification#188
336-222-5133
Sampled Analyzed
Sample ID# date time pH date time analyst
South WWTP Digester#2
South WWTP Digester#3
South WWTP Digester#4
East WWTP Digester#1
Mackintosh Lagoon #1
Mackintosh Lagoon #2
Compost 1 l L1 a 5 5�d�17 cps, (Q,lcA 5//ri 133O 1�
Other
Certified by Gi�ny) y'V GrT date 3 a /

CITY OF BURLINGTON
POST OFFICE BOX 1358
BURLINGTON NC 27216-1358
336-570-6138
CONTACT PERSON - SHANE FLETCHER
COMPOST FACILITY
CHAIN OF CUSTODY FOR COMPOST FECAL COLIFORM SAMPLE
SAMPLE LOCATION_ �)")/ste. p o,1-/— Pie— 'AO
SAMPLED BY:
DATE: 1Z//7 TIME: j- 0,Py.L
DELIVERED BY: 5��
DATE: 2-//7 TIME: `6?a
RECEIVED IN LAB BY: � �.TE: 5 ')—( TIME: / v
SHIPPED BY:
DATE: TIME:
REMARKS
SAMPLE I.D.# A - /7&va1-
SAMPLE I.D.# 9 - nog)yd,r"
SAMPLE I.D.# C- /7 0 L/d f
SAMPLE I.D.#
*Will the results of this sample be used for compliance reporting. YES NO
NCDENR-DWQ
WATER QUALITY SECTION
NON-DISCHARGE COMPLIANCE ENFORCEMENT UNIT
1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617

)
. ATI,,,
,..,
City of Burlington,NC American Testing Technologies,Inc.
Attn:Glenn McGirt
1302 Belmont Street
/ Burlington,NC 27215
Date Received: 05/08/2017
Date Reported: 05/10/2017
Date Collected: 05/02/2017
Time Collected:0835
Client ID#: 170425
Laboratory ID#:050817-03
Certificate of Analysis •
Parameter Result Result ' Analysis Date Method
(%) (mg/kg)
Aluminum,Total 5,780 05/10/2017 6010C
Arsenic,Total <5.0 05/10/2017 6010C
Cadmium,Total <5.0 05/10/2017 6010C
Calcium,Total 1.6 15,630 05/10/2017 6010C
Chromium, Total 70 05/10/2017 6010C
Copper,Total 60 05/10/2017 6010C
Iron,Total 1.9 18,750 05/10/2017 6010C
Lead, Total 20 05/10/2017 6010C
Magnesium, Total 0.42 4,200 05/10/2017 6010C
Manganese, Total 625 05/10/2017 6010C
Mercury, Total <0.20 05/10/2017 7471B
Molybdenum,Total <5.0 05/10/2017 6010C
Phosphorus, Total 0.23 2,300 05/10/2017 6010C
Nickel,Total <5.0 05/10/2017 6010C
Potassium,Total 0.48 4,840 05/10/2017 6010C
Selenium,Total <5.0 05/10/2017 6010C
Sodium, Total 0.04 390 05/10/2017 6010C
Sulfur, Total 0.29 2,900 05/10/2017 6010C
Zinc, Total 280 05/10/2017 6010C
Total Kjeldahl Nitrogen _ 1.0 10,000 05/10/2017 SM-4500
Ammonia Nitrogen 0.2 2,000 05/10/2017 SM-4500
Organic Nitrogen 0.8 8,000 05/10/2017 Calculation
Nitrate+Nitrite-N 40 05/10/2017 SM-4500C
Calcium Carbonate Equivalent 6 60,000 05/10/2017 AOAC 955.01
Total Solids 64 640,000 05/09/2017 SM-2540G
Total Volatile Solids 30 300,000 05/09/2017 SM-2540G
Moisture 36 05/09/2017 SM-2540G
1350 Home Avenue Akron,OH 44310 Page 2 of 2
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingiechnologies.com

•
( ATTN',
American Testing Technologies,Inc.
ANALYSIS REQUEST AND 1350 Home Avenue Akron,OH 44310
CHAIN OF CUSTODY RECORD Website:www.AmerlcanTestIngTeehnologles.00m
American Testing Technoloples,I Toll Free: 877-634-9906 Phone: [phone]
Fax: [phone],7
PROJECT REFERENCE �m _ PROJECT NO. PROJECT LOCATION MATRIX
�Qr"l5 (STATE) TYPE REQUIRED ANALYSIS PAGE OF
PROJECT MANAGER P.O.NUMBER CONTRACT NO.
STANDARD REPORT
CLIENT(SITE) I DELIVERY 0
CLIENT PHONE CLIENT FAX
CZ3(DIaa -5133 DATE DUES,
CLIENT NAME CLIENT E-MAIL
C,�� {}C �l L�� u5 $ EXPEDITED REPORT
� ,GGG►►►�r�®tit , UU(�}n , _. DELIVERY O
CLIENT ESS,. V.r� 1315
t� `J CD p§ o (SURCHARGE)
}� " . ^t X 1315j7 a.1 w t to _ DATE DUE
vu11(Nrs.cA AEC C t r,A 0 Lu Pi g . : NUMBER OF COOLERS SUBMITTED
SAMPLE' 3 �`J I I I SHIPMENT
w
DATE TIME SAMPLE IDENTIFICATION $ '$a z `L NUMBER OF CONTAINERS SUBMITTED
/
/d//1 0K-1 11 c4 REMARKS
L7t (1 I I ?,
hi),..,./ day-Alt ay 'Nd ., A
—
r cc 1'i ?b fr
RELINQUISHED BY(SIGNATURE) 1 DATE TIME RE N k4HED
1W /�/@Y,,SIG � � AT
E TIME rRELINQU RELINQUISHED BY:(SIGNATURE) DATE TIME J
RECENED BY:(SIGNATURE) fit Ka Ae
DATE TIME RECENED BY:(SIGNATURE) DATE TIME RECEIVED BY:(SIGNATURE)
DATE TIME
RECEIVED FOR LAEMORATOpY 8YLABORATORY USE ONLY
1 II''E JJ DATE) TIME
�r, CUSTODY INTACT CUSTODY A.T.T. LABORATORY REMARKS
C�V���� Al 5?[ l V NOE t� SEAL NO, LOI Np�f�` I
ORIGINAL•RETURN TO LABORATORY WITH SAMPLE(S) — — —
1

AiT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street \`
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1135
Client ID#:South Compost(SCP)
Laboratory ID#:011817-06
Date of Analysis:.01/24/2017
Certificate of Analysis
Herbicides-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
2,4-D <1.0 mg/L 10.0 8151A
2,4,5-TP(Silvex) <1.0 mg/L 1.0 815IA
F' e rt reviewed by:
La Manager
Page 24 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-534-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologles.com

Alrir ' .
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215 •
//9/
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1135
Client ID#: South Compost(SCP)
Laboratory ID#:011817-06
Certificate of Analysis
Parameter Results Units Method Date of
Number Analysis
Reactive Cyanides <0.5 mg/kg 7.3.3.2 01/27/2017
Reactive Sulfides <25 mg/kg 7.3.4.1 01/27/2017
pH(Lab) 7.98 s.u. 9045D 01/18/2017
Flash point >140 OF 1010A 01/21/2017
. .
F. : :\ort reviewed by: 1
Las. . y Manager
Page 25 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-654-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

ATir , .
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1135
Client ID#:South Compost(SCP)
Laboratory ID#:011817-06
Date of Analysis:01/23/2017
Certificate of Analysis
Pesticides-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Chlordane <0.005 mg/L 0.03 8081B
Endrin <0.005 mg/L 0.02 8081B
Heptachlor <0.005 mg/L 0.008 8081B
Heptachlor epoxide <0.005 mg/L 0.008 8081B
Lindane <0.005 mg/L _0.4 80818
Methoxychlor <0.1 mg/L 10.0 8081B
Toxaphene <0.I mg/L 0:5 8081B
Fin s ;. reviewed by:
Laborat I ' anager
Page 23 of 31
1350 Home Avenue Akron,OH 44310
Toil Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingfechnologies.com

AirT •
American Testing Technologies,inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1135
Client ID#: South Compost(SCP)
Laboratory ID#:011817-06
Date of Analysis:01/28/2017
Certificate of Analysis
BNA-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
1,4-Dichlorobenzene <0.05 mg/L 7.5 8270C
2,4-Dinitrotoluene <0.05 mg/L 0.13 8270C
Hexachlorobenzene <0.05 mg/L 0.13 8270C
Hexachlorobutadiene <0.05 mg/L 0.5 8270C
Hexachloroethane <0.05 mg/L 3.0 8270C
Nitrobenzene <0.05 mg/L 2.0 8270C
Pyridine <0.05 mg/L 5.0 8270C
o-Cresol <0.5 mg/L - 200 8270C
m,p-Cresol <0.5 mg/L 200 8270C
Pentachlorophenol <0.5 mg/L 100 8270C
2,4,5-Trichlorophenol <0.5 mg/L 400 8270C
2,4,6-Trichlorophenol <0.5 mg/L 2.0 8270C
Fin• r ort reviewed by:
1
LLsra;% Manager
Page 22 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

Alrir , .
American Testing Technologies,inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected: 01/12/2017
Time Collected: 1135
Client ID#:South Compost(SCP)
Laboratory ID#:011817-06
Date of Analysis:01/24/2017
Certificate of Analysis
Volatiles-TCLP(EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Benzene <0.1 mg/L 0.5 8260B
Carbon tetrachloride <0.1 mg/L 0.5 8260B
Chlorobenzene <0.1 mg/L 100 8260B
Chloroform <0.1 mg/L 6.0 8260B
1,2-Dichloroethane <0.1 mg/L 0.5 8260B
1,1-Dichloroethene <0.1 mg/L 0.7 8260B
Methyl ethyl ketone <2.0 mg/L 200 8260B
Tetrachloroethene <0.1 mg/L 0.7 8260B
Trichloroethene <0.1 mg/L 0.5 8260B
Vinyl chloride <0.2 mg/L . 0.2 8260B
F. •..rt reviewed by:
1:
Laborai"* Manager
Page 21 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-694-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologles.com

AirT
American Testing Technologies,Inc.
City of Burlington,NC
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 01/18/2017
Date Reported: 02/06/2017
Date Collected:01/12/2017
Time Collected: 1135
Client ID#: South Compost(SCP)
Laboratory ID#:011817-06
Date of Analysis:01/25/2017
Certificate of Analysis
Metals-TCLP(EPA 1311)
Parameter Results Uni Regulatory Method
Limits Number
Arsenic <1.0 mg/L 5.0 6010C
Barium <10 mg/L 100.0 6010C
Cadmium <0.5 mg/L 1.0 6010C
Chromium <1.0 mg/L 5.0 6010C
Lead <1.0 mg/L 5.0 6010C
Mercury <0.02 mg/L 0.2 7470A
Selenium <0.5 mg/L 1.0 6010C
Silver <1.0 mg/L 5.0 • 6010C
Fin r ort reviewed by:
to anager
Page 20 of 31
1350 Home Avenue Akron,OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnologies.com

M Serial Number 003036
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ANALYSIS REQUEST AND 1350 Home Avenue Akron, OH 44310
CHAIN OF CUSTODY RECORD Webslte:www.AmerIcanTestIngiechnologies.com
American Tealing Technologies,Inc. Toll Free: 877-634-9906 Phone: [phone]
Fax: [phone]
PROJECT REFERENCE PROJECT NO. . PROJECT LOCH ON MATRIX PAGE OF
2.0 i 1 ! Tat' (STATE) TYPE REQUIRED ANALYSIS
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City of Burlington,NC American Testing Technologies,Inc.
Attn:Glenn McGirt
1302 Belmont Street
Burlington,NC 27215
Date Received: 05/08/2017
Date Reported: 05/10/2017
Date Collected:05/02/2017
Time Collected:0835
Client ID#: 170425
Laboratory ID#:050817-03
Certificate of Analysis
Parameter Result I Result Analysis Date Method 1
(%) (mg/kg)
Aluminum,Total 5,780 05/10/2017 6010C
Arsenic,Total <5.0 05/10/2017 6010C
Cadmium,Total <5.0 05/10/2017 6010C
Calcium,Total 1.6 15,630 05/10/2017 6010C
Chromium,Total 70 - 05/10/2017 6010C
Copper,Total 60 05/10/2017 6010C
Iron,Total 1.9 18,750 05/10/2017 6010C
• Lead,Total 20 05/10/2017 6010C
Magnesium,Total 0.42 4,200 05/10/2017 6010C
Manganese,Total 625 05/10/2017 6010C _
Mercury, Total <0.20 05/10/2017 7471B
Molybdenum,Total <5.0 05/10/2017 6010C _
Phosphorus,Total 0.23 2,300 05/10/2017 6010C
Nickel,Total <5.0 05/10/2017 6010C
Potassium,Total 0.48 4,840 05/10/2017 6010C
Selenium,Total <5.0 05/10/2017 6010C
Sodium,Total 0.04 390 05/10/2017 6010C
Sulfur, Total 0.29 2,900 05/10/2017 6010C
Zinc,Total 280 05/10/2017 6010C
Total Kjeldahl Nitrogen 1.0 10,000 05/10/2017 SM-4500
. Ammonia Nitrogen 0.2 2,000 05/10/2017 SM-4500
Organic Nitrogen 0.8 8,000 05/10/2017 Calculation
Nitrate+Nitrite-N 40 05/10/2017 SM-4500C
Calcium Carbonate Equivalent 6 60,000 05/10/2017 AOAC 955.01
Total Solids 64 640,000 05/09/2017 SM-2540G
Total Volatile Solids 30 300,000 05/09/2017 SM-2540G
Moisture 36 I 05/09/2017 SM-2540G
1350 Home Avenue Akron,OH 44310 Page 2 of 2
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTestingTechnoiogies.com

_ American Testing Technologies,Inc.
Arirrir,----
ANALYSIS REQUEST AND 1350 Home Avenue Akron,OH 44310
CHAIN OF CUSTODY RECORD Webslte:www.AmerlcanTestingTechnologies,com
American Telling Technologies,Inc. Toll Free: 877-6349906 Phone: [phone]
Fax: [phone]y7
PROJECT REFERENCE if, PROJECT NO.
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