WQ0004563_Regional Office Historical File Pre 2018 (2)

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FILE
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Mick W. Berry — City Manager
City of hickory
Post Office Box 398
Hickory, North Carolina 28603
Dear Mr. Berry:
John. E. Skvarla, III
Secretary
October 1.0, 2014
Subject: Permit No. WQ0004563
City of Hickory
Hickory Regional Compost Facility and Catawba
ORGRO Distribution Program for the Distribution
of Class A Compost Water Treatment Plant and
Wastewater Treatment Plant Residuals (503)
Catawba County
In accordance with your permit renewal request received August 1, 2014, we are forwarding
herewith Permit No. WQ0004563 dated October 10, 2014, to the City of Hickory for the continued
operation of the subject residuals management program. Please note that this renewed. permit shall
become effective on February 1, 2015 (i.e, the day after the expiration date of the existing pennit), which
differs from the date of this letter.
This permit shall be effective from February 1, 2015 until January 31, 2020, shall void Permit No.
WQ0004563 issued February 3, 2006 and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachment 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.
Please note that on September 1, 2006, North Carolina Administrative Code Title 15A
Subchapter 02T — Waste not Discharged to Surface Waters was adopted. Accordingly, this permit
incorporates the requirements of these rules, therefore, please take the time to review this permit
thoroughly. The following conditions have been added, modified or deleted from those in the last permit
issuance:
➢ Condition 11.1. —the program shall be effectively maintained and operated at all times
Condition 11.3. — only residuals from the facilities listed in Attachment A can be used
> Condition .I1.5. — residuals must meet Class A pathogen reduction requirements
> Condition I1.6. — biological residuals must meet a vector attraction reduction alternative
Condition 11.7. — lists the setback distances for the bulk applications of residuals
Condition 11.8. — Realistic Yield Expectations are used to determine agronomic applications
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Intemet: htto:lioortal.ncdenr.orafwebhvg
M Equal Cpporftmity 1 Affirmative Aclion Employer— Made in part with recycled paper

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"�'Mr. Mck`Beinry ��
" October 10, 2014
Y Condition 1I.9. — addresses the application of residuals having a high sodium adsorption ratio
➢ Condition II.10. — addresses the location of the compliance boundary around the facility
Condition I1I.3. — an ORC and backup ORC must be retained for the facility
> Condition 111.4. — requires on -site copies of the permit and operations and maintenance plan
➢ Condition 111.5. — spill control provisions are required for transport and application vehicles
➢ Condition I11.7. — a suitable vegetative cover must be maintained on all application areas
➢ Condition 111.8. — lists the field conditions which disallow the application of bulk residuals
➢ Condition 111.9. — a Utilization. Agreement is to be in place prior to any bulk applications
➢ Condition 1I1.10. — Lists the minimal requirements for the Utilization Agreements
➢ Condition. III.11. — residuals must be stored so as to prevent untreated leachate runoff
3> Condition, 1I1.12. — lists the minimal labeling requirements for Class A product packaging
➢ Condition 111.13. — persons disregarding. Utilization Agreements cannot receive bulk residuals
9 Condition IV.3. — compost is to be analyzed for metals and other analytes
Condition IV.4. — residuals will be tested for vector and pathogen reduction requirements
Condition IV.6. — lists the minimal record keeping required for bulk residual distributions
➢ Condition IV.7. — an annual report must be submitted every year on or prior to March I st
i= Condition IV.8. _.. describes Non-compliance incidents and appropriate regulatory responses
Condition V.I. — adequate inspection and maintenance shall be provided to the facilities
➢ Condition V.2. — residuals storage, transport, and application facilities shall be inspected
* Condition VIA_ _ the permit does not exclude other environmental regulations
Condition VI.S. — any change of facility ownership requires a permit modification
;= Condition VI.6. — the permit may be revoked or modified in certain instances
➢ Condition V1.7. — the facilities may not be expanded if certain conditions prevail
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.
9

Mr. Mick Berry
October 10, 2014
Page 2 of 3
If you need additional information concerning this matter, please contact David Goodrich at (919)
807-6352 or [e-mail].
Sincerely,
or Thoma�R der, Director
Division of Water Resources
cc: Catawba County Health Department (Electronic Copy)
Mooresville Regional Office-, Water Quality Regional Operations Section (Electronic Copy)
Jacob H. Reed, PE, City of Hickory, PO Box 398, Hickory, NC 28603 in [e-mail]
(Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA -
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
I'.7s\*7111a
DISTRIBUTION OF CLASS A COMPOST WATER TREATMENT PLANT AND
WASTEWATER TREATMENT PLANT RESIDUALS PERMIT
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 Hickory
Catawba County
FOR THE
continued operation of a residuals management program for the City of Hickory and consisting of the
distribution of Class A Water Treatment Plant and Wastewater 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 August :1, 201.4, and in conformity with other supporting data subsequently filed and
approved by the 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.This
permit does not exempt the Permittee from complying with the federal regulations.
This permit shall be effective from February 1, 2015 until January 31, 2020, shall void Permit No.
WQ0004563 issued February 3, 2006, and shall. be subject to the following specified conditions and
limitations:
I. SCHEDULES
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.
II. PERBORINIANCE STANDARDS
I . 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 nuisance
conditions due to improper operation and maintenance, the Permittee shall immediately cease
distribution of residuals, contact the Mooresville regional office supervisor, and take any immediate
corrective actions.
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2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this residuals management program.
3. Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit.
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):
Parameter
Ceiling Concentration
(Milligrams per kilogram)
Monthly Average
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
5. Residuals that are distributed 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.
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 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.
7. Setbacks for Class A land applied bulk residuals shall be as follows:
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Setback by residual type
Setback Description
(feet)
Liquid
Cake*
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 SIIWT
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0
* 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.
8. Bulk residuals and 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 t
(http://w-w-w.ncagr.gov/SWC/t`ech/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 MRCS 590 Nutrient Management
Standards(ftp://ftp-fc.sc.eizov.usda.Rov/NHO/practice-standards/standards/590.i)d11.
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
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9. The Permittee shall not distribute Class A Compost Water Treatment Plant and Wastewater
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.
10. The compliance boundary for the residuals composting facility shall be specified in accordance with
15A NCAC 02L .0107(b). The compliance boundary for a facility individually permitted on or after
December 30, 1.983 is established at either 250 feet from the perimeter of the facility, or 50 feet
within the property boundary, whichever is closest to the perimeter of the facility. 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.
11. In accordance with 15A NCAC 02L .0108, the review boundary shall be established. midway between
the compliance boundary and the perimeter of the facility. Any exceedance of groundwater standards
at the review boundary shall require action in accordance with 15A NCAC 02L .0106.
1H. OPERATION AND MAINTENANCE REQUii EMENTS
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.
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) pursuant to
15A NCAC 02T A 110. 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).
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 their 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
1.11.2.), 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' Technical Assistance & Certification Unit at [phone].
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.
5_ When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles.
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.
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.
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 I0% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
ln. If the soil p.H- 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
plI 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 pen -nit;
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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.
9. A Utilization Agreement between the Permittee and the entity agreeing to accept and 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.
10. 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 .l 103(4) provided the conditions of this agreement are met. 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 their knowledge
meet the following application, requirements:
i. List all prohibitions under Condition III.$ with a statement that bulk residuals shall not be
land applied under these conditions.
ii. Compost Residuals shall not be stockpiled for more than 30 days prior to land application;
iii. Application of bulk residuals shall not occur within .100 feet of a public or private water
supply source;
iv. Application of bulk residuals shall not occur within 100 feet of any well, with the exception
of Division approved monitoring wells;
v. 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 II1.12, 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.
11. All residuals shall be adequately stored to prevent untreated Ieachate 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.
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12. 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.
13. 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.
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.
2. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation
and Recovery Act (RCRA). The analyses (corrosivity, ignitability, reactivity, and toxicity
characteristic leaching procedure (TCLP)] shall be performed at the frequency specified in
Attachment A, and the Peimittee 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)
(0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-TrichlorophenoI (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Triebl.orophenol (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)
1Vlethoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone.(200.0)
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3. An analysis shalt be conducted on the Class A compost product 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)
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.
5. Laboratory parameter analyses shall be performed on the residuals as they are distributed, and shall
be in accordance with the monitoring requirements in 15A NCAC 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;
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).
Three copies of an annual report shall be submitted on or before March 15L. 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.nedenr.or�/web/ /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 27699-16.17
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8. Noncompliance Notification
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, as soon as PQssible, 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. Any occurrence with the distribution program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b. Any failure of the distribution program resulting in a release of material to surface waters.
e. 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.
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 [phone], [phone], or (9.19) 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.
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 PIan.
Prior to each bulk residuals land application evert, the Permittee or his designee shall inspect the
residuals storage, transport and application facilities to prevent malfunctions, facility deterioration
and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or 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.
3. Any duly authorized Division representative inay, 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.
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.
2. This permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of this permit.
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3. This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation. -
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 NCGO 1.0000; 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.
In the event the residuals program changes ownership or the Permittee changes their 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.
6. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .011,0.
7. Unless the Division Director giants 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).
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 pursuant to 15A
NCAC 02T _0105(e)(3).
Permit issued this the 10th day of October, effective February 1, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
h as AReeder, Director
ion of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0004:563
WQ0004563 Version 3.0 Shell Version 140324 Page 10 of 10

ATTACHMENT A — Approved Residuals Source -Generating Facilities
City of Hickory
Residuals Source -Generating Facility
Certification Date: February 1, 2015
Permit Number: WQ0004563 Version 3.0
Facility
County
Permit
Biological
MaximumOwner
Dry Tons
Monitoring Frequency for Non-
Monitoring Frequency for Metals
Number
Residuals
cr Year t
hazardous Determination
and Nutrients
City of Hickory
66.0% Ownershi
See Below
Catawba
See Below
4818.00
'
City of Hickory
Hickory WTP
Catawba
_
01-18-010
No
Included
n/a
n/a
Above
City oflIickory
Northeast WWTP
Catawba
ItiTC0020401
Yes
Included
n/a
n/a
Above
City of Hickory
Catawba WWTP
Catawba
NC0025542
_
Yes
Included.
n/a
n/a
Above
City of Hickory
Henry Fork WWTP
Catawba
NCO040797
yes
Included
n/a
n/a
Above
Catawba County
See Below
Catawba
See Below
rvV13 SO.SU
(18.5% Ownership)'
City of Claremont
McLin Creek WWTP
Catawba
NC0081370
Yes
Included
Above
n!a
n/a
City of Claremont
North WWTP
Catawba.
NC0032662
Yes
Included Above
_
n/a
n/a
City of Newton
Clark Creek WWTP
Catawba
...
NC0036196
Yes
Included
Above
n/a
n/a
Town of Maiden
Maiden WWTP
Catawba
NC0039594
Yes
Included
n/a
n/a
Above
Various
Domestic Scptage6
Catawba
nla
Yes
I chided
n/a
n/a
City of Conover
15.5% Ownershi
See Below
Catawba
See Below
1,131.50
City of Conover
Northeast WWTP
Catawba
NC0024252
Yes
Included
n/a
n/a
Above
City of Conover
Southeast WWTP
Catawba
NC0024279
Yes
Included
n/a
n/a
Above
Total
7,300.00
" All permits for the facilities listed in the table above are issued/administered by the Division with the exception of the Hickory WTP, whose permit is issued/administered by the Division of
Environmental Health.
b Only septage received. from individuals holding a valid septage management firm permit issued by the Division of Waste Management, that is domestic in nature, and that is determined to be not! -
hazardous and non -toxic shall be accepted.
Page 1 of 2

ATTACHMENT A — Approved Residuals Source -Generating Facilities
City of Hickory
Class A Residuals Product Generated for Distribution
Certification Bate: February 1, 2015
Permit Number: WQ0004563 'Version 3.0
Approved
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Mineralization
Rate
Owner
Facility Name
County
Permit
Biological
Frequency for
Tons
Frequency for
Pathogen &
[Raw 0.4;
Number
D .umber
Residuals
� per Year Non -hazardous
Determination 2
Metals and
Nutrients 3
Vector
Reductions
Reduc#ions
AnaAererobic
A�iaerobtc=0.2;
0.
Compost � 0. l
City of Hickory
Hickory Regional Compost
Catawba
WQ0004563
Yes
14,000.00 1 x permit cycle
See Table Below
See Table Below
0.1
f"acilit RC
1. Maximum Dry Tons per Year, for residuals source is the amount of residuals approved for composting. Maximum Ury "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,, TC1..I , ignitability, reactivity, and corrosivity) as stipulated under permit Condition 1V.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 IVA.
5. Monitoring frequencies are based on the actual dry tops applied per year using the table below, unless specified above,
Dry Tons Generated
short tons er ear
Monitoring Frequency
E§tablished in 40 CFR 503 and 15A NCAC 02T.1.111
�-319
i/Year
>319 - <1,650
1J Quarter (4 times per ear)
>1.650 - <16 500
1160 Days 6 times per •ear)
=>I6,500
1lmonth 12 times per ear
Page 2 of 2

y l'B
k
F 1Gf DENR
Borth Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Mick W. Berry — City Manager
City of Hickory
Post Office Box 398
Hickory, North Carolina 28603
Dear Mr. Berry_
John E. Skvarla, Ill
Secretary
October 10, 2014
Subject: Permit No. WQ0004563
City of Hickory
Hickory Regional Compost Facility and Catawba
ORGRO Distribution Program for the Distribution
of Class A Compost Water Treatment Plant and
Wastewater Treatment Plant Residuals (503)
Catawba County
In accordance with your permit renewal request .received August 1, 2014, we are forwarding
herewith Permit No. WQ0004563 dated October 10, 2014, to the City of Hickory for the continued
operation of the subject residuals .management program. Please note that this renewed. permit shall
become effective on February 1, 2015 (i.e. the day after the expiration date of the existing pennit), which
differs :from the date of this letter.
This permit shall be effective from February 1, 2015 until January 31, 2020, shall void Permit No.
WQ0004563 issued February 3, 2006 and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachment 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.
Please note that on September 1, 2006, North Carolina Administrative Code Title 15A
Subchapter 02T — Waste not Discharged to Surface Waters was adopted. Accordingly, this permit
incorporates the requirements of these rules, therefore, please take the time to review this permit
thoroughly. The following conditions have been added, modified or deleted from those in the last pen -nit
issuance:
➢ Condition 11.1. — the program shall be effectively maintained and operated at all times
➢ Condition 11.3. — only residuals from the facilities listed in Attachment A can be used
➢ Condition II.5. — residuals must meet Class A pathogen reduction requirements
Condition 11.6. — biological residuals must meet a vector attraction reduction alternative
➢ Condition I1.7. — lists the setback distances for the bulk applications of residuals
Y Condition 11.8. — Realistic Yield Expectations are used to determine agronomic applications
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 9IM07-6464 1 Internet htto:/loorfal.ncdenr.om/web/wq
An Equal Opportunity 1 Affirmative Aclion Employer - Made in part with recycled paper

Mr. hick Berryt
October 10, 2'014
Condition 1I.9. — addresses the application of residuals having a high sodium adsorption ratio
➢ Condition I1.10. — addresses the location of the compliance boundary around the facility
Condition I113. — an ORC and backup ORC must be retained for the facility
Condition III.4. — requires on -site copies of the permit and operations and maintenance plan
➢ Condition 111.5. — spill control provisions are required for transport and application vehicles
➢ Condition III.7. — a suitable vegetative cover must be maintained on all application areas
rN ➢ Condition H1.8. — lists the field conditions which disallow the application of bulk residuals
➢ Condition M.9. — a Utilization Agreement is to be in place prior to any bulk applications
➢ Condition 111.10. — Lists the minimal requirements for the Utilization Agreements
➢ Condition UL I L — residuals must be stored so as to prevent untreated leachate runoff
Condition. U1.12. — lists the minimal labeling requirements for Class A product packaging
> Condition 111.13. — persons disregarding. Utilization Agreements cannot receive bulk residuals
Condition .IV.3. — compost is to be analyzed for metals and other analytes
Condition TVA. — residuals will be tested for vector and pathogen reduction requirements
➢ Condition IV.6. — lists the minimal record keeping required for bulk residual distributions
➢ Condition IV.7. — an annual report must be submitted every year on or .prior to March 1 st
Condition W.S. — describes Non-compliance incidents and appropriate regulatory responses
Condition V.I. — adequate inspection and maintenance shall be provided to the facilities
➢ Condition V.2. — residuals storage, transport, and application facilities shall be inspected
> Condition VIA. — the permit does not exclude other environmental. regulations
Condition VI.5. — any change of facility ownership requires a permit modification
'r Condition V1.6. — the permit may be revoked or modified in certain instances
➢ Condition VD.. —the facilities may not be expanded if certain conditions prevail
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 fled with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. UnIess.such demands are made, this permit shall be final and
binding.

Mr. Mick Berry
October 10, 2014
Page 2 of 3
If you need additional information concerning this matter, please contact David Goodrich at (919)
807-6352 or [e-mail].
... ................
Sincerely,
or Th A. Reeder, Director
Division of Water Resources
cc: Catawba County Health Department (Electronic Copy)
MooresviIIe Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Jacob H. Reed, PE, City of Hickory, 'PO Box 398, Hickory, NC 28603 ireid@.h.ickorync.gov
(Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

I.
IL
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
DISTRIBUTION OF CLASS A COMPOST WATER TREATMENT PLANT AND
WASTEWATER TREATMENT PLANT RESIDUALS PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hickory
Catawba County
FOR THE
continued operation of a residuals management program for the City of Hickory and consisting of the
distribution of Class A Water Treatment Plant and Wastewater 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 August 1, 2014, and in conformity with other supporting data subsequently filed and
approved by the 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.This
permit does not exempt the Permittee from complying with the federal regulations.
This permit shall be effective from February 1, 2015 until January 31, 2020, shall void Permit No.
WQ0004563 issued February 3, 2006, 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.
PERFORMANCE STANDARDS
le-15. eetr' UM0
WQ0004563 Version 3.0 Shell Version 140324 Page I of 10

r
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this residuals management program.
3. Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit.
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):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Monthly Average
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
7.560
2,800
5. Residuals that are distributed 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.
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 shall meet one of the vector attraction -reduction alternatives in 15A NCAC 02T
.11 07(a). Exceptions to this requirement shall be specified in Attachment A.
7. Setbacks for Class A land applied bulk residuals shall be as follows:
WQ0004563 Version 3.0 Sbell Version 140324 Page 2 of 10

Setback Description
Setback by residual type
(feet)
Liquid
Cake*
Private or public water supply
100
100
Surface waters (streams -- intermittent and perennial,
erennial water�(.es,�adXetlands
100
25
Su'rfac rsrns°`ie{n,I ,:1'rcar�ti,
watenwa. s, d%tN sj%
0
Groundwater lowering ditches (where the bottom of
the ditch intersects the SHWT)
25
0
Wells with exception to monitoring wells
100
100
Bedrock. outcrops
25
0
* 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, sl.i.nger spreader, broadcast spreader or
other equipment designed for handling solid materials) without leaving any significant liquid
fraction behind.
8. Bulk residuals and 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.ph�),
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. F
(http-//ww-w.ncagr.gov/SWC/tech/docutnents/9th Guidance Doc 1.00109.pdf).
iii. Certified Nutrient Management Plan as. outlined by the Natural Resources Conservation
Services (MRCS). These plans must meet the USDA NRCS 590 Nutrient Management
Standards(ftp://ftp-fe.se.egov.usda.gov/NHQ/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.
WQ0004563 Version 3.0 Shell Version 140324 Page 3 of 10

9. The Permittee shall not distribute Class A Compost Water Treatment Plant and Wastewater
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 Agricultufe and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist.
10. The compliance boundary for the residuals composting facility shall be specified in accordance with
1.5A NCAC 02L .0107(b). The compliance boundary for a facility individually permitted on or after
December 30, 1983 is established at either 250 feet from the perimeter of the facility, or 50 feet
within the property boundary, whichever is closest to the perimeter of the facility. 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.
11. In accordance with 15A NCAC 02L .0108, the review boundary shall be established midway between
the compliance boundary and the perimeter of the facility. Any exceedance of groundwater standards
at the review boundary shall require action in accordance with 15A NCAC 02L .0106.
M. OPERATION AND Ai:A1NTENANCE REQUWMENTS
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.
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) pursuant to
15A NCAC 02T .I110. 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;
e) Inspection plan including the following information:
i. Names anal/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;
WQ0004563 Version 3.0 Shell Version 140324 Page 4 of 10

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).
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 their 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
111.2.), 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' Technical Assistance & Certification Unit at [phone].
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.
5. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles.
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.
7. When the Permittee land applies bulk residuals, a. suitable vegetative cover shall be maintained on
Iand 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.
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;
h. If the soil p.1I 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
pl-i of the soil, residuals and time mixture is suitable for the specified crop. Any approved
variations to: the acceptable soil pH (6.0) will. be noted in this permit;
WQ0004563 Version 3.0 Shell Version 140324 Page 5 of 10

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;
Application exceeds agronomic rates.
9. A Utilization Agreement between the Permittee and the entity agreeing to accept and distribute Class
A. bulk residuals shall be in place prior to distribution of the bulk residuals. The agreement shall.
specify the agreeing entitys 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.
10. 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 .I 100, and has been deemed
permitted under 15A NCAC 02T .1103(4) provided the conditions of this agreement are met. 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 their knowledge
meet the following application requirements:
i. List all prohibitions under Condition II1.8 with a statement that bulk residuals shall not be
land applied under these conditions.
ii. Compost Residuals shall not be stockpiled for more than 30 days prior to land application;
iii. Application of bulk residuals shall not occur within 100 feet of a public or private water
supply source;
iv. Application of bulk residuals shall not occur within 100 feet of any well, with the exception
of Division approved monitoring wells;
v. 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 infonmation 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 1II.12, 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.
11. All residuals shall be adequately stored to prevent untreated leaebate 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.
WQ0004563 Version 3.0 Shell Version 140324 Page 6 of 10

12. 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.
13. 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.
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.
2. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation
and Recovery Act (RCRA). 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)
(0.008)
Toxaphene (0.5)
Chloroform (6.0)
l.lexachloro-I.,3-butadi:ene (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-TrichI.orophenol (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)
Methoxyehlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
WQ0004563 Version 3.0 Shell Version 140324 Page 7 of 10

3. An analysis shall be conducted on the Class A compost product 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)
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 15.A NCAC 02T .1.106 (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.
5. Laboratory parameter analyses shall be performed on the residuals as they are distributed, and shall
be in accordance with the monitoring requirements in 15A NCAC 02B .0505.
6. The Permittee shall maintain records tracking all bulk residual distribution or land application events
perfonmed 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;
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).
7. Three copies of an annual report shall be submitted on or before March 15L. The annual report shall
meet the requirements described in the Instructions for Residuals Application Annual Reportin.
Forms. Instructions for reporting and annual report forms are available at
hU:Hportal.nedenr.org/web/ter /a slau/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
WQ0004563 Version 3.0 Shell Version 140324 Page 8 of 10

8. Noncompliance Notification
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, 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. Any occurrence with the distribution program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b. Any failure of the distribution program resulting in a release of material. to surface waters.
e. 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.
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 [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. Ilis report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
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.
2. Prior to each. bulk residuals land application event, the Permittee or his designee shall inspect the
residuals storage, transport and application facilities to prevent malfunctions, facility deterioration
and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or 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.
3. 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.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Perm.ittee to
an enforcement action by the Division in accordance with North. Carolina General Statutes 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.
WQ0004563 Version 3.0 Shell Version 140324 Page 9 of 30

3. This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation.
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 NCG0.1.0000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02II .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the residuals program changes ownership or the Permittee changes their 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.
6. This permit is subject to revocationor unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .011.0.
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).
S. 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 pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the loth day of October, effective February 1, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ar Th as A. Reeder, Director
ivision of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0004563
WQ0004563 Version 3.0 Shell Version 140324 1 Page 10 of 10

ATTACHMENT A — Approved Residuals Source -Generating Facilities
City of Hickory
Residuals Source -Generating Facility
Certification Date: February 1, 2015
Permit Number: WQ0004563 Version 3.0
Facility
County
Permits
Biological
MaximumOwner
Dry Tans
Monitoring Frequency for Non-
Monitoring Frequency for Metals
Number
Residuals
per Year t
hazardous Determination
and Nutrients
City of Hickor
(66.0% Ownership},
See Below
Catawba
See Below
A 818.00
City of Hickory
Hickory WTP
Catawba
01-1.8-010
No
Included
n/a
n/a
City of Hickory
Northeast WWTP
Catawba
NCO020401
Yes
_Above
Included
n/a
n/a
Above
City oflickory
Catawba WWTP
Catawba
NCO025542
_
Yes
Included.
n/a
n/a
Above
City of Hickory
Henry Fork WWTP
Catawba
NCO040797
Yes
Included
n/a
n/a
Above
Catawba County
(18.5% Ownership)
See Below
Catawba
See Below
1,350.S0
City of Claremont
McLin Creek WWTP
Catawba
NCO081370
Yes
Included
n/a
n/a
Above
I
City of Claremont
North WWTP
Catawba
NCO032662
Yes
Included
n/a
n/a
Above
City of Newton
Clark Creek WWTP
Catawba
_
NCO036196
Yes
Included
n/a
n/a
Above
Town of Maiden
Maiden WWTP
Catawba
NCO039594
Yes
Included
n/a
n/a
Above
Various
Domestic Septagee
Catawba
w
n/a
Yes
IAboaed
n/a
n/a
City of Conover
15.5% Ownership)'
See Below
Catawba
See Below
1131.50
_
City of Conover
Northeast WWTP
Catawba
NC0024252
Yes
IncludedAbove
n/a
n/a
City of Conover
Southeast WWTP
Catawba
NCO024279
Yes
Included
n/a
nla
Above
Total
7,300.00
All permits for the facilities listed in the table above are issued/administered by the Division with the exception of the Hickory WTP, whose permit is issued/administered by the Division of
Environmental Health.
'' O.niy septage received from individuals holding a valid septage management firm permit issued by the Division of Waste Management, that is domestic in nature, and that is determined to be non-
hazardous and nontoxic shall be accepted,
Page 1 of 2

ATTACHMENT .A — Approved Residuals Source -Generating Facilities
City of Hickory
Class A Residuals Product Generated for Distribution
Certification Date: February 1, 2015
Permit Number: WQ0004563 Version 3.0
Approved
Monitoring
Monitoring
Monitoring
Mineralization
Owner
Facili Name
Count y
.Permit
Biological
Maximum
Dry Tons
y
Frequency for
Frequency for
Frequency for
Pathogen &
g
Rate
iRa`v = 0.4;
Number
Residuals
, r
Per Year
Non -hazardous
z
Determination
Metals and
3
Nutrients
Vector Attraction
Aerobic = 0.3;
Reductions a
Anaerobic =0.2;
Com ost — 0.1
City of }tickory
Hickory Regional Compost
Facilit RCF
Catawba
WQ0004111
Yes
14,000.00
l x permit cycle
See Table Below
See Table'Below
0.1
1. Maximum Dry Tons per Year for residuals source is the amount of residuals approved for composting. Maximum Dry 'Ions 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 nutrientsas stipulated under permit Condition IV.3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV A.
5. Monitoring.frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Generated
short tons per ear
Monitoring Frequency
Ektablished in 40 CFR 503 and 15A NCA_ C 02T .1111
<319
1/Year
=>319 - <1,650
l/ Quarter (4 times per ear
=>1.650 - <16 500
1160 Days 6 times per year)
=>16,500
1/month 12 times per yeao
Page 2 of 2

WATER QUALITY REGIONAL OPERATIONS SECTION _ _ _
APPLICATION REVIEW REQUEST FORM; ,,,
Date: August 12, 2014
��► �� � k�
To: MRO-WQROS: Michael Parker / Andrew Pitner i AUG 15 2014
RO
From: David Goodrich, Water Quality Permitting Section - Non -Discharge Permitting Unit {' - quife� ro',a —
��, (�2 -Aquifer Pro:_ c fll 1r7
Telephone: [phone] Fax: [phone] E Mail. [e-mail]
y
A. Permit Number: WQ004563
B. Applicant: City of Hickory
C. Facility Name: Hickory Regional Compost Facility and Catawba ORGRO Distribution
Program
D. Application:
Permit Type: Land Application of Residual Solids (503)
Project Type: Renewal
E. Comments/Other Information:
❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 45 calendar days, please take the following actions:
® Return a completed WQROSARR Form.
❑ Attach a classification rating sheet.
❑ Attach Attachment B for Certification.
® Return a completed WQROSRSR Staff Report
❑ Attach Well Construction Data Sheet.
❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office Water Quality Permitting Section contact
person listed above. %A
i� G�il�r� �.l,w.J�J1U
RO-WQROS Reviewer: Date:
FORM: WQROSARR 02-14 Page 1 of 1

NC®ENR
North Carolina Department of Environment and Natural Resources =
Pat McCrory ,:L.:,.._ -`___.J1 L �' J hn E `SI
Governor
r'
August 12, 2014 AUG 1 5 2014
i 6
Mick Berry — City Manager
i dC• t; �i •1r. iUii�O
City of Hickory_ I ✓',ir, a,,,jt.�ir?r Prot .ction
PO Box 398
Hickory, NC 28603
Subject: Acknowledgement of
Application No. WQ0004563
City Of Hickory
Residuals Management System
Catawba County
Dear Mr. Berry:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on August 1, 2014. Your application package has been assigned the
number listed above, and the primary reviewer is David Goodrich.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Division of Water Resources requests your assistance in
providing a timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
David Goodrich at [phone] or [e-mail].
Sincerely, ly
on Ris aard, Supervisor
Division of Water Resources
cc:Itovr�i=1'1e�Yeg�orahO'fF e—;'Water Quality Regional Operations Section
Wayne Carroll — City of Hickory, 3200 20`t' avenue SE, Newton, NC 28658
Permit File WQ0004563 ,
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://portal.ncdenr.orolweb/wo
An Equal Opportunity 1 Affirmative Action Employer— Made in part with recycled paper

Central Files: APS _ SWP
8/12/2014
Permit Number WQ0004563 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
In review
Renewal
Permit Type
Version
Permit Classification
Distribution of Residual Solids (503)
B
Individual
Primary Reviewer
david.goodrich
Coastal SWRule
Permit Contact Affiliation
Mick Berry
3200 20th Ave SE
Newton NC 28658
Permitted Flow
Facility
Facility Name Major/Minor Region
Hickory Regional Compost Facility and Catawba ORGRO Distribution Program Major Mooresville
Location Address County
3200 20th Ave SE Catawba
Facility Contact Affiliation
Newton NC 28658
Owner
Owner Name Owner Type
City of Hickory Government - Municipal
Owner Affiliation
Mick Berry
PO Box 398
Dates/Events Hickory NC 28601039
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/1 /1991 8/1 /2014
Regulated Activities Requested /Received Events
Wastewater treatment and disposal RO staff report received
-Water treatment, surface water RO staff report requested
Outfal l
Waterbody Name Streamindex Number Current Class Subbasin

AIV
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mick Berry — City Manager
City of Hickory
PO Box 398
Hickory, NC 28603
Dear Mr. Berry:
Jo:n�;5kvar�/II1 If
�-' �-.Secretary-`
August 12, 2014 t i
AUG 1 5 2014
—-- _
t,fC DrP R �tRO
a pkVQ - st.lifer Protection
Subject: Acknowledgement of
Application No. WQ0004563
City Of Hickory
Residuals Management System
Catawba County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on August 1, 2014. Your application package has been assigned the
number listed above, and the primary reviewer is David Goodrich.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Division of Water Resources requests your assistance in
providing a timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
David Goodrich at [phone] or [e-mail].
Sincerely,
Jon Ris aard, Supervisor
Division of Water Resources
cc: Mooresville Regional Office, Water Quality Regional Operations Section
Wayne Carroll — City of Hickory, 3200 20t" avenue SE, Newton, NC 28658
Permit File WQ0004563
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: htto://Portal.ncdenr.oro/web/wo
An Equal Opportunity 1 Affirmative Action Employer— Made in part with recycled paper

HICKORY REGIONAL COMPOST FACILITY
City v of Hickory Permit Number WQ0004563
PERMIT RENEWAL
Distribution of Class A Residuals
Residuals Source Certification
Prepared by:
Wayne Carroll
Veolia Water
3200 20th Avenue SE
Newton, NC 28658
Jacob H. Reid, PE
City of Hickory
PO Box 398
Hickory, NC 28603
u AUG 1 5 2014
NC DFNR NrF4
pr-_,,cf n

Public Utilities
July 31, 2014
North Carolina Department of Environment and Natural Resources
Division of Water Resources, Non -Discharge Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
RE: Permit Renewal Application for Distribution of Class A Residuals
Regional Compost Facility; Permit No. WQ0004563
Catawba County .
Dear Sirs:
City of Hickory
Post Office Box 398
Hickory, NC 28603
Phone: [phone]
Fax: [phone]
Email: [e-mail]
RECEIVED/DENR/DWR
AUG 0.1 2014
Water Quality
Permitting Section
The purpose of this correspondence is to submit the Permit Renewal for the City of Hickory Regional
Compost Facility. The Regional Compost Facility is owned and operated by the Sludge Consortium, of
which the City of Hickory is Lead Agent, therefore Mick W. Berry, City Manager for the City of Hickory is
the signing official. In his absence, Warren Wood, Acting City Manager is the signing official. This
Submittal includes:
• Form DCAR 11-13 for Distribution of Class A Residuals
• Permit Application Fee of $1,310.00
1 . Supporting Documentation:
�- o Part D. Program Information - Included
o Part E. Plans and Specifications — N/A
o Part F. Engineering Calculations — N/A
o Part G. Environmental Assessments — N/A
o Part H. Operation and Maintenance Plan — Included
• Form RSC 11-13.for Residual Source Certification
• Supporting Documentation: .
o Part B. Residuals Source -Generating Facility Information — Included
o Residuals Quality Information — Included
This application is complete, however we have made the following project specific assumptions which are
appropriate to our facility and the Regional Residual Treatment approach:
A Residual Source Certification, Form RSC 11-13 is included for the Regional Compost
Facility. The facility treats Residuals from 8 local Wastewater Treatment Facilities as well as .
Catawba County Domestic Septage. The Regional Facility blends the residuals and is
responsible for all required testing, monitoring, and treatment of the residuals. On page 1 of 5
for question 7, the design and average flows are reported in DT/D. For question 8, the
average amount of residuals treated is reported. On page 3 of 5 for question 4, the results
are reported on a wet -weight basis.

2. Information for each Wastewater Treatment Facility has been provided and includes: permit
number, design and average flow, residuals generated, vicinity maps, quantitative justification
for residuals production, and TCLP results for facilities over 1 MGD.
Thank you in advance for your review. Should you have any questions regarding this submittal, please
do not hesitate to contact Wayne Carroll, Project Manager with Veolia Water North America Operating
Services at [phone] or via email at donaid.carrolla-veolia.com or to contact me at [phone]
or via email at ireid(c)-hickorync.gov.
Sincerely,
rbH. Jaeid, PE.
Utilities Engineer
Attachments
pc: Kevin Greer, PE Assistant Public Services Director/ City of Hickory
Jimmy Clark, Public Works Director/ City of Conover
Barry Edwards, PE Director Utilities and Engineering/ Catawba County
Wayne Carroll, Project Manager/ Veolia Water North America Operating Services

HICKORY REGIONAL COMPOST FACILITY
Distribution of Class A Residuals

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
.INSTRUCTIONS FOR FORM: DCAR 11-13 & SUPPORTING
DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website at:
http://portal.ncdenr.or /wg eb/wglaps/lau
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 11-13):
Submit the completed and appropriately executed Distribution of ClassA Residuals (FORM: DCAR 11-13) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
[] The project name should be consistent on the plans, specifications, etc.
The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation'letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
If this project is for a modification of an existing permit, submit one copy of the existing permit.
. Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environment and
Natural Resources (NCDENR).
STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the table
below.
STANDARD APPLICATION REVIEW FEES:
Facility Classification I New Permit Major Modification'
Major (residuals permitted for distribution > 3,000 dry tons/year) I $1,310 ( $395
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810 ) $245
1- A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 11-13 Pagel of 3

D. Program Information (All Application Packages)
Provide a narrative explaining the following:
How the materials will be handled and transported from where the residuals were produced to where it will be treated.
How the residuals will be processed/treated (attach process flow diagram).
How leachate collection will be handled.
Where the residuals will be stored until processed.
How the final product will be distributed (packaging, bulk, etc.)
What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
._....
Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
Name and address of the person who prepared the residual that is sold or given away.
A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
Information on all applicable setbacks in accordance with 15A NCAC 02T. I 108(b).
A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
[J Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
E Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T. I 108(a) on the plans.
El Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B), including leakage and pressure testing as appropriate.
El Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
j Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300)
[� Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 11-13 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
[] For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
f Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
Safety measures; may include safety training program, manuals, signs, etc.
Spill response plan; including control, containment, remediation, emergency contact information, etc.
Inspection plan including the following information;
Names and titles of personnel responsible for conducting the inspections.
Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
Sampling and monitoring plan including the following information;
.01 Names and titles of personnel responsible for conducting the sampling and monitoring.
Detailed description of monitoring procedures including parameters to be monitored.
Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH,'NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 11-13 Page 3 of 3

State of North Carolina �� A ID
Department of Environment and Natural Resources
o"o, Division of Water Resources
15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
Division of Water Resources
FORM: DCAR 08-
13.
I. APPLICANT INFORMATION:
1. Applicant's name: CITY OF HICKORY
Applicant type: ¢j Eyj. Individual f3 Corporation General Partnership Q Privately -Owned Public Utility
Ej Federal State Municipal DI County
Signature authority's name per 15A NCAC 02T .0106: MICK W. BERRY Title: CITY MANAGER
Applicant's mailing address: PO BOX 398
City: HICKORY State: NC Zip: 28603
Telephone number: 828 en 323-7412 Email Address: [e-mail]
2. Consultant's name: JACOB H. REID License Number (for P.E.): 040347
Affiliation: On Staff 0 Retained (Firm: )
Consultant's mailing address: PO BOX 398
City: HICKORY State: NC Zip: 28603
Telephone number: 828) 323-7427 Email Address: jreid e,hickoMc.gov
3. Fee submitted: $1,310.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply) Q: new, []! modified,0 renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00004563
Date of most -recently issued permit: 02-06-2006 and extended by SL 2009-406 and SL 2010-177
Date of most -recently certified Attachment A (if different than the permit):
M. FACILITY INFORMATION:
1. Name of residuals processing facility: CITY OF HICKORY REGIONAL COMPOST FACILITY
City: NEWTON State: NC Zip: 28658-F
Coordinates: Latitude: 035' 41' 19.8" Longitude: 081. 15' 54.7"
Datum Level of accuracy
Method of measurement: ARCVIEW - GIS
County where facility is located: CATAWBA
2. Facility contact (person familiar with residuals preparation):
Name: WAYNE CARROLL Title: PROJECT MANAGER ORC
Mailing address: 3200 20TI AVENUE SE
City: NEWTON State: NC Zip: 28658 -M
Telephone number: 828) 465-1401 E-mail address: donald.carrollnveolia.com
FORM: DCAR 11-13 Page 1 of 3

3. Is the residual process facility also the generator? Q Yes; 0 No
If No, pleasb specify delivery frequency and quantity of residual to be processed: AVERAGE: 10.14 DT/D DELIVERED
DAILY
4. Length of residuals storage at facility: =4 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.) Each individual WWTP (residual generator) is required by
their NPDES Permit to have a minimum 30 days storage and each meets this requirement.
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
sold or given away in bags or other containers; 0 lawn (bulk); 0 home garden (bulk);
Eg other (explain); VARIOUS LAND APPLICATIONS (BULK)
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)
SAWDUST 1 1 TON
3. Approximate amounts of the residuals received and processed at the facility: 2,363 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 3,216 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): TREATED RESIDUALS ARE STORED ON CONCRETE CURING PADS.
THE PRODUCT IS WINDROWED FOR THE FINAL CURING PROCESS AND SOLD DIRECTLY FROM THE
WINDROWS. AVERAGE STORAGE TIMES ARE APPROXIMATELY 30 DAYS WITH MAXIMUM STORAGE TIMES
APPROXIMATELY 90 DAYS.
6. Does the facility have a stormwater management plan? 0 Yes; Ej No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: NCDENR
STORMWATER DISCHARGE PERMIT: NCG110034. FINAL PRODUCT IS STORED ON CONCRETE CURING PADS.
ALL LEACHATE IS CAPTURED ON THE PAD AND DISCHARGES TO THE ONSITE PRETREATMENT PLANT
BEFORE BEING DISCHARGED INTO THE CITY OF HICKORY WASTE WATER COLLECTION SYSTEM, PERMIT
NO. WOCS00020. NO MATERIAL IS CURED OR STORED WHERE LEACHATE COULD RUNOFF INTO ANY
RECEIVING STREAMS OR FLOOD PLAINS.
V. RESIDUALS SOURCE INFORMATION: (Not required if no new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
Residuals Source
Certification
FORM: DCAR 11-13 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
I, , 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.
I,
Yes No, Explain;
O'er, / Aram: n
(Signature Authority's Name — PLEASE PRINT (Title)
attest that this application for City of Hickory Regional Compost Facility
(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 § 143-215.613, 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: / y Z� _1
FORM: DCAR 11-13 Page 3 of 3

PROGRAM INFORMATION

D. Program Information
Transportation of Residuals
The Regional Compost Facility (RCF) receives boisolids form the City of Hickory, the City of Conover, the Town of
Maiden, the City of Claremont, Town of Catawba, Septage from Catawba County and City of Newton as an
emergency backup to their land application permit. The biosolids are processed site specifically as each facility
prepares their biosolids using different processes before being pumped into tanker trucks and transported to the
RCF to be processed into a high organic soil amendment (compost). The biosolids are transported via tanker trucks
that carry approximately 6,500 gallon each to the facility. The Town of Maiden and septage haulers use a 2,000
gallon tanker.
Processing and Treatment of Residuals
The Regional Compost Facility (RCF) is a twenty dry tons per day (20 DT/D) in vessel facility using the Ashbrook-
Simon-Hartley (A-S-H) Tunnel Reactor Technology. The RCF is owned by three local governments, comprised of the
cities of Hickory, Conover, and Catawba County. These three local governments formed a Sludge Consortium for
the management and disposal of their combined municipal wastewater biosolids. Class A wastewater residuals are
processed at the RCF and distributed in bulk to various customers in full compliance and accordance with the
provisions and requirements set forth by Permit No. WQ0004563.
The RCF is built on a 15-acre site in Hickory at an equidistant location for all Consortium members. The RCF is
comprised of biosolids liquid storage, dewatering, in -vessel composting, product storage, odor control, and
pretreatment effluent facilities. The biosolids are prepared for beneficial use as a finished compost, analyzed,
classified, marketed in bulk to a variety of land applications. The pretreated effluent and leachate from the outside
curing operation in discharged to the City of Hickory's collection system.
Municipal liquid biosooids are hauled in tanker trucks to the receiving station and deposited into two underground
storage tanks with a holding capacity of approximately 190,000 gallons. Various liquid biosolids from six different
wastewater plants are blended in the liquid storage tanks to provide a more consistent biosolids before being
pumped to the dewatering facilities.
The mixed liquid biosolids are. initially pumped to a blend tank, prior to polymer addition and dewatering. The
wood amendment is stored in a silo and conveyed to the dewatering room using screw conveyors. The liquid
biosolids are dewatered using a centrifuge. Wood amendment and recycled compost are added to the cake solids
and mixed mechanically, then transported by drag -flight conveyors to one of four parallel aerated tunnel reactors.
The partially treated effluent is discharged to the City of Hickory's collection system.
These tunnel reactors were sized to provide a minimum of 14 days, at a loading rate of 20 DT/D (five days per
week), of solids retention time for the compost mixture, prior to discharge. The current loading rate is at 10.14
DT/D and the current solids retention time is 30 days. The mixture is fed into the end of each reactor and mover
horizontally using a hydraulic push system, which creates a plug flow displacement of the compost material. These
tunnel reactors provide a carefully controlled environment in which the beneficial microorganisms rapidly convert
the biosolids into compost. Each reactor is divided into seven zones where airflow, temperature, and moisture can
be regulated individually. The discharge compost can either be recycled back to the mixing equipment for further
processing or discharged by a belt conveyor to a concrete cure/ storage pad. This pad was sized to allow for
product storage and aeration during a 30 to 60 day curing process. The final product is distributed to various end
users including topsoil blenders landscaper, sod farmers, the general public, and agriculture uses.

Two odor control systems are installed to treat foul air produced at the RCF. One system consists of a two -stage
packed tower wet chemical scrubbers with an induced draft fan and exhaust fan. This unit is rated at 9,500 cubic
feet per minute (CFM) and is used to process odor compounds from the biosolids at the receiving station and also
any odors associated with the pretreatment system. The other system consists of a 72,000 CFM, three -stage,
packed -bed wet chemical scrubber with an induced draft fan and exhaust fan. Foul air is directed to two parallel
trains of 36,000 CFM each. This unit scrubs the main building where all the processing occurs and also the off gases
in the tunnel reactors. The unit keeps the composting processes under negative aerations and effectively removes
the odorous compounds associated with biosolids composting.
Leachate Collection -
All leachate produced during the curing and storing of the Compost is confined and collected on the concrete
curing/ storage pads. The leachate is piped to the on -site pretreatment facility before being discharged to the City
of Hickory waste water collection system.
Residual Storage
Untreated residuals are stored in two underground storage tanks with a holding capacity of approximately 190,000
gallons.
Final Product Distribution
The final Class A Compost product is distributed in bulk to various end users including topsoil blenders landscaper,
sod farmers, the general public, and agriculture uses.
Nutrient Information
See attached information sheet
Marketability Statement
The Regional Compost Facility produces Class A Exceptional Quality Compost with an annual production rate of
approximately 20,000 cubic yards. The product market consists of customers in the business of soil blending, turf
farming, golf courses, landscaping, tree farming, nursery, soil erosion and agriculture. The local market has been
favorable for biosolids compost within the area.
Product Label/ Information Sheet
Attached

ORGRO High Organic
Cormpost is a dry, stable,
humus -like. soil product developed
at the Regional Compost Facility in
Hickory, North Carolina. ORGRO
compost is sold and distributed in
bulk from this state-of-the-art
in -vessel biosolids composting
facility as an effective soil
conditioner and natural organic
fertilizer for the following beneficial
applications:
® Landscaping and mulching
® Topsoil and sod production
® Nurseries and greenhouses
® Horticultural production
® Landfill cover
Land reclamation
® Grounds and turf management
ORGRO is developed from
"exceptional quality" biosolids. --
nutrient-rich organic material
derived from wastewater treatment
— that are carefully processed
under stringent controls at the
Regional Compost Facility.
ORGRO is environmentally safe
when used as directed and meets
the highest level of State and
Federal product quality standards.
ORGRO compost is a Class A
biosolids residual which provides
organic matter, water and
nutrients that are essential for
proper soil nutrition and vigorous
plant growth.
Catawba
ORGR
HIGH ORGANIC COMPOST
Veolia Water North America _ South LLC
Regional Compost Facility
3200 2e Avenue S.E. JJ
Newton, North Carolina 28658 Ii
Phone [phone] Fax [phone] `
Catawbi
ORGI
v
HIGH ORGANIC COMPOST
Beneficial Use Soil Product
for Topsoil Production,
Landscaping, Turf Management,
Nurseries and Land Reclamation
Produced at the
Regional Compost Facility
Hickory, North Carolina
Managed and operated by
Q VEOIIA
WATER

�ENEFITS
■ Slowly releases organic
nitrogen as natural fertilizer
for sustained growth
Provides .essential
micro -nutrients, minerals
and trace elements which are
not found in common
fertilizers
Conditions soil with
increased organic matter and
water and nutrient retention
for vigorous plant growth
Provides a soil environment
which is favorable to
aeration, root growth and
nutrient absorption
® Decreases soil compaction
and erosion and prevents
nitrogen loss to ground water
E Provides biological control of
soil -borne plant pathogens
and suppresses turf diseases
1p Reduces the amount of more
expensive soil additives,
chemicals and fertilizers to
top dressing mixes and
growing media
SUPERIOR QUALITY
■ High organic matter and
nutrients
® Consistent particle size and
fine texture
® Non -offensive, "earthy" odors
®. Dark, rich color
■ High cation exchange
capacity
■ Slightly alkaline pH
® Low conductivity and salts
ORGRO High Organic Compost
Product Analysis
Compost Parameter
Results
Organic Matter (%)
77
Total Nitrogen (%)
1.2
Organic Nitrogen (%)
1.0
Soluble Ammonia (%)
0.2
Soluble Nitrate (ppm)
2
Total Phosphorus (%)
0.7
Total Potassium (%)
0.1
Total Sulfur (%)
0.3
Alkaline pH (S.U.)
8.1
C/N Ratio (mg/mg)
17:1
CEC (meq/100g)
26
Salts (mmhos/cm)
2.9
CHARACTERISTICS
■ Dry, stable and.mature
■ High water holding capacity
■ High organic matter content
■ Non-phytotoxic and high
germination rates.
■ Weed.seed free
ORGRO High Organic Compost
Stability & Maturity
Compost Parameter
Results
Moisture Content(%)
38
Total Solids (%)
62
Water -Holding Capacity (%)
70
Maturity CC/dy)
0.7
Stability CC rise)
16
Respiration (1ngCO2/9VS/dy)
4.3
Oxidation/Reduction (ORP)
11.6
Volatile Organic Acids (%)
0.1
Germination Rate (%) .
104
Note: ORGRO High Organic Compost
parameters are analyzed on a bimonthly
basis. Constituent levels vary slightly between
samples. ORGRO is an unrestricted
wasteuxrter residual product and is
recommended for all other beneficial uses and
land applications. However, the Consortium
and PSG do not expressly or impliedly
warrant the properties or quality of this
product or the benefits or safety of its end use.

WVEOLIA 32 OK 0M AVENUE S.E.OMPOST FACILITY AL SUvH E 828465-41015
WATER NEWTON, NC 28658 E-Mail [e-mail]
REGIONAL COMPOST FACILITY
USE AGREEMENT
Catawba ORGRO High Organic Compost generated at the Regional Compost Facility is intended to be
used for horticulture, landscaping, topsoil production, and land reclamation.
Following the Compost Utilization Pamphlet instructions, ORGRO may be used for ornamental flowers,
shrubs, soil conditioner, and other similar uses.
The application of ORGRO is prohibited to the land except in accordance to this use agreement. The compost
should not be applied to flooded, frozen or snow covered' ground. The ORGRO compost should not be applied
or stored within ten (10) feet of any public or private water supply such as a river, stream, lake, pond or natural
drainage way. Adequate procedures shall be provided to prevent runoff from carrying any disposed or stored
compost into any surface waters. As with any fertilizer product, do not apply in or near any water supply source
or any body of water, including wells, streams, rivers and lakes.
I, the undersigned, understand the uses of the ORGRO High Organic Compost and relieve the owners and
operators of any responsibility for accidents and / liabilities resulting from the use of the ORGRO compost
material. This sale is subject to the terms and conditions appearing on the reverse side of this form-.
VOL UME RECEIVED:
INTENDED USE. -
SIGNATURE:
Catawb;
DATE
HIGH ORGANIC COMPOST

OPERATION AND MAINTENANCE PLAN

H. Operation and Maintenance Plan
Operational Functions
The Regional Compost Facility is owned by the Sludge Consortium and operated by Veolia Water North America.
Veolia Water provides full contract operations, maintenance, and management services for the Facility.
The Regional Compost Facility uses Hach Job Cal Plus (v2.9.5), a computer based program, to manage the
Operation and Maintenance Plan. All equipment and recommended maintenance schedules are entered into the
program. The computerized maintenance management software uses the data to create a maintenance schedule
and track the work completed. The Regional Compost Facility Operators use the generated maintenance schedules
to perform manufacture recommended maintenance on all equipment.
Please see attached excerpt from the computer based maintenance log for the Regional Compost Facility. The
example is for the month of June, 2014.
Maintenance Schedules
Please see the attached excerpt from the computer based maintenance log for the Regional Compost Facility.
.Safety Measures
Please see attached Safety Information from Veolia Water North America and Training for the Regional Compost
Facility.
Spill Response Plan
Please see attached Plan.
Inspection Plan
Please see attached Daily Inspection Plan.
Sampling and Monitoring Plan
Please see the attached Plan.

Operational Functions and Maintenance Schedules

i
(i)VEOLIAHICKORY, NC
WATER Finished WO Report for Last Full Month
Date
Completed WONum WO Type Equipment# Description
6/10/2014 1,153 Preventative 10057 Drag Chain Conveyor#8
6/10/2014 1,138 Preventative 10047 Drag Chain Conveyor#1
6/10/2014
1,169
Preventative
6/6/2014
1,980
Corrective
6/4/2014
1,978
Corrective
6/4/2014
1,120
Preventative
6/3/2014
1,979
Corrective
6/2/2014
1,981
Corrective
10108
Dual] Caustic Bulk Tank
10142
Small Loader
10018
Amendment Silo
10033
Centrifuge
10047
Drag Chain Conveyor #1
10052
Drag Chain Conveyor #4
Notes
7/5/2014
5:01:35AM
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Cha]n for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Replaced Hyd.Line on little loader.
Replaced wearplate in silo receiving tube.
Put door back on that covers a inspection port.
Removed mouse out of power box and check wires.
Finished WO Report for Jul-14 6
Last Full Month

ff Ilk
FOLI
WATER
Date
Completed
6/10/2014
6/10/2014
6/10/2014
6/10/2014
6/10/2014
HICKORY, NC
Finished WO Report for Last Full Month
WONum WO Type Equipment# Description
1,160 Preventative
1,159 Preventative
1,158 Preventative
1,156 Preventative
1,155 Preventative
10026 Screw Conveyor #2
10028 Screw Conveyor #4
10060 Drag Chain Conveyor #11
10062 Drag Chain Conveyor #13
10027 Screw Conveyor #3
Notes
7/5/2014
5:01:35AM
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or all leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Finished WO Report for Jul-14 5
Last Full Month

WVEOLIA
HICKORY, NC 7/5/2014
5 01'35AM
Date
Completed
6/10/2014
WATER Finished WO Report for Last Full Month
WONum WO Type Equipment# Description
1,174 Preventative 10064 Belt Conveyor#1
6/10/2014
1,173
Preventative
10107
Duall Sulfuric Acid Bulk Tank
6/10/2014
1,172 .
Preventative
10109
Dual[ Hypochlorite Bulk Tank
6/10/2014
1,171
Preventative
10129
Mapco Hypo Tank
6/10/2014
1,170
Preventative
10128
Mapco Caustic Tank
6/10/2014
1,150
Preventative
10049
Drag Chain Conveyor #3
6/10/2014 1,221 Preventative 10061 Drag Chain Conveyor#12
6/10/2014 1,151 Preventative 10058 Drag Chain Conveyor#9
Notes
[ ] Follow all LOTO steps while performing this PM.
[ ] Avoid inclement weather conditions.
[ ] Listen to the Coupling/Chain for any unusual noise.
[ ] Visually inspect gearbox housing for proper oil level, any moisture
and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Inspect belt for nicks,cracks or damage.
[ ] Visually inspect for any grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor. .
[ ] Verify operation of conveyor emergency stop pull cord
[ ] Clean and remove excess grease.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen -to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Finished WO Report for Jul-14 4
Last Full Month

HICKORY, NC
Finished WO Report for Last Full Month
Date
Completed WONum WO Type Equipment# Description
6/10/2014 1,223 Preventative 10056 Drag Chain Conveyor#7
6/10/2014 1,137 Preventative 10048 Drag Chain Conveyor#2
6/10/2014 1,136 Preventative 10055 Drag Chain Conveyor#6
6/10/2014 1,135 Preventative 10052 Drag Chain Conveyor#4
6/10/2014 1,139 Preventative 10020 Live Bottom Triple Screws
Notes
7/5/2014
5:01:35AM
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Be.lts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
(] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Finished WO Report for Jul-14 3
Last Full Month

%IVVEOLIA
WATER
HICKORY, NC
Finished WO Report for Last Full Month
Date
Completed
WONum
WO Type
Eouipment#
Description
6/24/2014
1,128
Preventative
10002
Storage Tank#1 Pump
6/23/2014
1,990
Corrective
10001
Storage Tank #1 Mixer
6/23/2014
1,989
Corrective
10142
Small Loader
6/20/2014
1,988
Corrective
10047
Drag Chain Conveyor#1
6/19/2014 -
1,109
Preventative
10033
Centrifuge
6/17/2014
1,987
Corrective
10142
Small Loader
6/16/2014
1,184
Preventative
10146
Amendment Bldg Hoist
6/11/2014
1,986
Corrective
10070
Hydraulic Unit#2
6/11/2014
1,985
Corrective
10022
Amendment Rotary Screen
6/10/2014 1,152 Preventative 10053 Drag Chain Conveyor#5
6/10/2014
1,984
Corrective
10116
Recirc Pump #1 Stage C
6/10/2014
1,983
Corrective
10115
Recirc Pump #1 Stage B
6/10/2014
1,982
Corrective
10024
Little David
6/10/2014
1,148
Preventative
10063
Drag Chain Conveyor #14
6/10/2014 1 1,149 Preventative 10059 Drag Chain Conveyor#10
Notes
Cut out bad place in floor that had pilled up.
Replaced hyd. line.
Chain broke replaced 2 sections one on each side.
7/5/2014
5:01:35AM
Replaced bolts that holds axle to Frame of loader and made sure all
were tight.
Hickory Hoist did Annual Inspection on Hoist.
Line was leaking replaced .
Stick got stuck in rotary screen and throw off belts. Replaced belts with
new ones.Cleaned up sawdust.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Replaced valve on bleach line
Replaced Acid Pump With new one( New Style of pump)
Fixed broken chain
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
[ ] Follow all LOTO steps while performing this PM.
[ ] Listen to the V-Belts/Coupling/Chain for any unusual noise.
[ ] Visually inspect pump/gearbox housing for proper oil level, any
moisture and any leakage.
[ ] Check for any looseness of bolts or other hardware.
[ ] Visually inspect for any air/grease or oil leaks.
[ ] Check for any unusual noise or vibration.
[ ] Check for wear on the bottom of the conveyor.
Finished WO Report for Jul-14 2
Last Full Month

(j)VEOLIA
WATER
HICKORY, NC
Finished WO Report for Last Full Month
Date
Completed
WONum
WO Type
Equipment#
Description
6/30/2014
1,110
Preventative
10146
Amendment Bldg Hoist
6/30/2014
1,181
Preventative
10033
Centrifuge
6/30/2014
1,998
Corrective
10047
Drag Chain Conveyor#1
6/30/2014
1,108
Preventative
10162
Emergency Lights
6/30/2014
1,107
Preventative
10163
Lifting Slings
6/30/2014
1,106
Preventative
10159
Plant Eye Wash Stations
6/30/2014
1,105
Preventative
10161
Project Ladders
6/30/2014
1,104
Preventative
10160
Plant Fire Extinguishers
6/27/2014
1,996
Corrective
10144
Backhoe
6/27/2014
1,997
Corrective
10136
EQ Basin #2 Blower
6/26/2014
1,142
Preventative
10078
Tunnel Reactor#3 Vacuum Blower
6/26/2014
1,161
Preventative
10071
Tunnel Reactor#1 Pressure Blower
6/26/2014
844
Preventative
10138
Aeration Basin #2 Blower
6/26/2014
1,165
Preventative
10080
Tunnel Reactor #4 Pressure Blower
6/26/2014
1,164
Preventative
10074
Tunnel Reactor#2 Pressure Blower
6/26/2014
1,163
Preventative
10078
Tunnel Reactor#3 Vacuum Blower
6/26/2014
1,162
Preventative
10075
Tunnel Reactor#2 Vacuum Blower
6/26/2014
1,167
Preventative
10077
Tunnel Reactor#3 Pressure Blower
6/26/2014
1,147
Preventative
10077
Tunnel Reactor#3 Pressure Blower
6/26/2014
1,146
Preventative
10071
Tunnel Reactor#1 Pressure Blower
6/26/2014
1,145
Preventative
10072
Tunnel Reactor#1 Vacuum Blower.
6/26/2014
1,143
Preventative
10075
Tunnel Reactor#2 Vacuum Blower
6/26/2014
1,168
Preventative
10072
Tunnel Reactor#1 Vacuum Blower
6/26/2014
1,123
Preventative
10136
EQ Basin #2 Blower
6/26/2014
1,122
Preventative
10135
EQ Basin #1 Blower
6/26/2014
1,121
Preventative
10137
Aeration Basin #1 Blower
6/26/2014
1,144
Preventative
10074
Tunnel Reactor#2 Pressure Blower
6/26/2014
1,995
Corrective
10058
Drag Chain Conveyor#9
6/26/2014
1,141
Preventative
10080
Tunnel Reactor #4 Pressure Blower
6/26/2014
1,166
Preventative
10081
Tunnel Reactor #4 Vacuum Blower
6/26/2014
1,140
Preventative
10081
Tunnel Reactor #4 Vacuum Blower
6/25/2014
1,994
Corrective
10001
Storage Tank #1 Mixer
6/25/2014
1,993
Corrective
10091
Curing Pile Blower#2
6/25/2014
1,992
Corrective
10094
Curing Pile Blower#5
6/24/2014
1,119
Preventative
10031
Biosolids Feed pump #2
6/24/2014
1,175
Preventative
10030
Biosolids Feed pump #1
6/24/2014
1,991
Corrective
10010
Sludge Receiving I&C
6/24/2014
1,125
Preventative
10008
Storage Tank #4 Pump
6/24/2014
1,126
Preventative
10006
Storage Tank #3Pump
6/24/2014
1,127
Preventative
10004
Storage Tank #2Pump
Notes
Put new sides on top curve
Tighten up starter bolts were loose
Put another pump in pit old one stopped working.
Chain broke replaced pin
Took valve apart clean up to make it work better.
Replaced belts on blower
Troube shoot breaker was tripped . Blower was full of water.
Unstopped feed line to pit from pump.
Finished w0 Report for Ju1-14 1
Last Full Month
7/5/2014
5:01:35AM

Safety Measures

Q VEOLIA
VEOLIA NORTHAMERICA
Health & Safety
Policy Statement
Our highest duty —to ensure health, safety and
security for all. Asa company core value, it is our
highest duty, essential business strategy and the
individual responsibility of each of us to ensure -
that at all times and in all of our operations, the
health, safety and security of the general public, our
customers, subcontractors and fellow employees
are protected. We must allow no compromise in
this matter, and shall proactively identify potential
risks and take diligent corrective and preventive
actions to reduce and eliminate them. In the same
spirit, we support, advise and encourage our fellow
employees to maintain good personal health, as
well as to develop positive practices and behaviors.
in that respect.
Leading for excellence. We will continually
challenge ourselves by setting objectives and
targets to improve our performance and make our
job sites safe places to work and visit. We shall strive
to bethe top safety performer in the industries in
which we operate — seeking to set the standards.
Strict compliance with all laws and obligations —
meeting and then exceeding our commitments.
It is our firm commitment to operate in strict
compliance with applicable rules, regulations and
laws, as well as our contractual obligations. In
regard to worker and workplace safety, we shall
meet and exceed regulations by treating basic
health and safety legislation and industry standards
as the minimum expectation.
Teamwork —developing, sustaining and preserving
the desired safety culture. Management
commitment shall be demonstrated through active
and visible leadership. Management shall provide
necessary resources and tools for success to ensure
health and safety policies, best practices, rules
and regulations are developed, communicated,
understood, enforced and evaluated for compliance
and effectiveness. We believe that all employees
are responsible to participate in a cooperative effort
to comply with this policy and with all applicable
health and safety requirements. As a condition of
employment, all employees are responsible and
accountablefor working in a safe and compliant
mannerto prevent injury to themselves, fellow
workers and other persons. We maintain that our'
employees must challenge unsafe work practices
and conditions and stop anytask if they believe their
safety or the safety of others is jeopardized.
Continual improvement —the path to zero injuries.
Critical to our goal of an injury -free workplace is
the ability to recognize hazards and take necessary
precautions to avoid an incident Taking the time
to report and correct conditions associated with
near -misses, an unsafe acts or unsafe conditions is
the required behavior. If an incident does occur, it is
expected that a thorough review be conducted and
corrective measures taken to prevent reoccurrence —
including the sharing of lessons -learned.
We count on your commitment, support
and involvement.
Terry Mah, VNA President and CEO
61-7410--
Steve Hopper, VNA President and COO— Industrial
Bill DiCroce, VN/
)al & Commercial
signed on December78, 2013

(j)VEOLIA
WATER
Health & Safety Policy and Procedure Manual
Policy
Section/Number
Rev. Date
Aerial Lifts (and other mechanized lifting equipment)
A.101
02/01/06
Asbestos
A.102
11 /01 /06
Audits/Inspections
A.103
02/01/06
Bloodborne Pathogens
B.101
02/01/06
Bulletin Board
B.102
02/01/06
Buddy System
B.103
02/01/06
Chemical Bulk -Off Loading and Receiving
C.101
02/01/06
Cellular Telephones
C.102
' 11/01/08
Chemical Safety
C.103
02/01/06
Collection System Safety
C.104
02/01/06
Combustible and Flammable Liquids Storage & Handling
C.105
02/01/06
Cold Stress
C.106
02/01/06
Compressed Gas Cylinders
C.107
02/01/06
Contacts - H&S Organization
C.108
10/01/10
Confined Space
C.109
02/01/06
Contractor Safety
C.110
02/01/06
Cranes and Hoists
C.111
02/01/06
Compressed Air Handling
C.112
02/01/06
Discipline (Enforcement Program)
D.101
11/01/08
Drug & Alcohol Free Workplace
D.102
02/01/06
Electrical Safety
E.101
10/01/10
Emergency Action/Preparedness
E.102
02/01/06.
Ergonomics
E.103
02/01/06
Eye Protection
E.104
11 /01 /08
Eyewash and Shower Stations
E.105
02/01/06
Fall Protection
F.101
02/01/06
Fire Protection and Prevention
F.102
02/01/06
First Aid/CPR
F.103
02/01/06
Floors, Walls, Openings and Stairways
F.104
02/01/06
Footwear
F.105
10/01/10
Grounds Maintenance Equipment
G.101
02/01/06
Golf Cart and Utility Vehicle Safety
GA2
02/01/07
Hand Protection
H.101
02/01/06
Hazard Communication
H.102
02/01/06
Hazardous Waste Sites - Health & Safety Plans
H.103
02/01/06
Head Protection
H.104
02/01/06
Hearing Conservation
H.105
02/01/06
Housekeeping
H.106
02/01/06
Heat Stress
H.107
02/01/06 .
Hot Work; welding, cutting and brazing
H.108
02/01/06
October 1, 2010 Page I of 2

Policy
Section/Number
Rev. Date
Hand Tools
H.109
02/01/06
Incentive Program — Facility/Employee Recognition
1.101
10/01/10
Incentive Program — Site Safety Contact/Coordinator
1.102
07/28/10
Job Safety Analysis
J.101
02/01/06
Ladder Safety
L.101
10/01/10
Laboratory Safety
L.102
02/01/06
Lifting Materials/Handling
L.103
02/01/06
Lock-out/Tag-out (Control of Hazardous Energy)
L.104
02/01/06
Machine Guarding
M.101
02/01/06
Near Miss
N. 101
07/17/09
Office Safety
0.101
02/01/06
Orientation — New/Transferred Employee
0.102
02/01/06
OSHA Inspection
0.103
02/01/06
Personal Protective Equipment
P.101
02/01/06
Personal Hygiene and Attire
P.102
02/01/06
Power Tools
P.103
02/01/06
Powered Industrial Trucks - Forklift
P.104
02/01/06
Responsibilities — Health, Safety, and Security
R.101
02/01/06
Respiratory Protection
R.102
02/01/06
Refuse Collection
R.103
11/01/06
Safety Rules — General
S.101
02/01/06
Safety Committee
S.102
02/01/06
Security
S.103
02/01/06
Scaffold Safety
S.104
02/01/06
Smoking
S.105
02/01/06
Traffic Control / Working in Traffic
T.101
12/20/07
Training — EHS&S
T.102
02/01/06
Trenching and Shoring
T.103
02/01/06
Visitors/Tours
V.101
02/01/06
Vehicle Safety
V.102
02/01/06
Workplace Violence
W.101
02/01/06
VWNA has developed a stand-alone "Incident Manual" as a quick reference for the
management, notification, reporting, and review of Health & Safety, Security, and
Environmental incidents and near -miss events. The following work instructions can be found in
the VWNA Incident Manual (IM).
Workplace Injury Treatment
IM
101
Accident Notification
IM
102
Accident Reporting
IM
103
Accident Investigation
IM
104
Workers Compensation
IM
105
OSHA Recordkeeping 300, 300A, 301 Logs
IM
106
Vehicle Accident/incident
IM
107
General Liability Claims
IM
108
Environmental Incident (Internal) Reporting
IM
109
Environmental Incident Investigation, Root Cause
Analysis, and Corrective Action
IM
110
October 1, 2010 Page 2 of 2

VWNA 2014and Environmental Training Calendar
Monthly Training
Topics
Comments
January
TailgatelToolbox Safety Meetings
Hazard Communication* (annual review,
certification, and training)
February
Respirator Protection Program* (annual
Where Respiratory Protection Programs are required
review, certification, medical examinations, fit -
tests, and training)
Personal Protective Equipment* (annual
review, certification, and training)
VWNA Health & Safety Orientation Video
New VWNA Health & Safety video available on the Wild
March
Electrical Safety*
Control of Hazardous Energy*
(Lockout(Tagout) (annual review, certification,
and training)
April
Confined Space Program* (annual review,
For actual Confined Space entrant, attendant, and
certification, and refresher training)
supervisor competent person training contact your assigned
H&S Director
Office Safety
May
Preventing Sprains and Strains
Preventing Heat Stress and Heat Exhaustion
Laboratory Chemical Hygiene Plan* (annual
Where Chemical Hygiene Plans are required
review, certification, and training)
June
Good Housekeeping (including grounds
maintenance, security, and waste management)
Bloodborne Pathogens* (annual review,
certification, and refresher)
Introduction to First Aid and CPR
Where actual certification is required contact your local Red
Cross affiliate, fire department, or private training provider
July
Fire Extinguisher Use*
Emergency Action or Emergency Response
Plan* (annual review, certification, and drill)
FEMA National Incident Management System
See notes section below
(NIMS) online courses'
Hot Work: Welding, Cutting and Brazing*
August
Globally Harmonized System (GHS)*
A replacement for OSHNs Hazard Communication
Standard, GHS is a system for standardizing and
harmonizing the classification and labeling of chemicals
September
Ergonomics
Excavation, Trenching & Shoring: Awareness
For actual excavation competent person training contact
Level
your assigned H&S Director
October
Inclement Weather
Crane Safety*
November
Fall Protection
Protect Your Hearing*
Powered Industrial Trucks*
For actual PIT certification contact your equipment provider,
private training provider, or assigned H&S Director
Rev. 01113 1 of 2

CalendarVWNA 2014 Health, Safety, and Environmental Training
Monthly Training
December
Hazardous Materials Awareness* (also review
site -specific chemical handling procedures to
include Standard Operating Procedures (SOPS),
Process Safety Management Plans, Risk
Management Plans, and Spill Prevention Control
and Countermeasure (SPCC) Plans)
This schedule may not be all inclusive or sufficient to meet State requirements or maintain operator certifications. Managers should
confirm and facilitate any additional training that may be required.
Facilities shall conduct formal training sessions covering the monthly topics. Follow-up actions include maintaining training records.
* This topic required per OSHA Standards
** FEMA National Incident Command System training modules are required for all Municipal Project Managers, Health & Safety
Directors, and others that the PM may indicate. Each course can be accessed via the following links. Each course will take
approximately 1.5 to 3 hours to complete. Those who have previously taken the course(s) and can provide proof of successful
completion do not need to retake the course(s).
(http://trainino.fema.gov/EMIWeb/IS/is700a.asi)) IS-700.a — NIMS, An Introduction
(http://training.fema.goy/EMIWeb/IS/is100PWb.asp) IS-100.PWb — Introduction to the Incident Command System for Public Works
Personnel
Also: (http://training.fema.gov/IS/) — Homepage for the FEMA Independent Study Program, including a link for transcript requests for
previously completed training.
Rev. 01/13 2 of 2

Veolia Water Commitment to Safety and Training
Safety & Security
Safety is Veolia Water's highest priority, and our company's
emphasis on safety has resulted in a safety culture throughout our
organization reflected in a strong record of performance.
Our commitment to safety is clearly stated in the company's
Management Commitment and General Policy Statement: "Our highest
duty - to ensure health, safety and security for all." The document
further declares, "We allow for no compromise in this matter and we
strive to proactively identify potential risks and take diligent
corrective and preventive actions to reduce and eliminate them."
Implementing this philosophy has had a profound and positive impact
on the company's safety performance. Our safety program is designed
to support zero tolerance for workplace incidents. This has
resulted in our company's projects celebrating no lost -time incident
milestones that range up to 29 years.
Veolia Water consistently sets the standard for safety in the water
and wastewater industry - whether compared against our competitors
or municipal operations. As illustrated in the figure below, Veolia
Water maintains an exemplary safety record, outperforming national
averages by impressive margins. In 2012, Veolia Water's recordable
incident rate (RIR) was 59% better than the national average for
10
9
8
7
6
5
4
3
2
1
0
9 First year municipal data available
6.2 fi.1 5.9
75.7
5.2 5.1
4.1 5.2 78
4.9
4.1 3.8
3.1 3.0 2 7 3.0
2.1
3
2.5
2
1.5
1
0.5
0'
2006 2007 2008 2009 2010 2011 2012 2013
Rill First year municipal data available
2.3
2.0 2 i o
•
2.1
1.8 1.7
1.6 1.6
�.8
0.3
2006 2.007 2008 2009 2010 2011 2012 2013
�VeoOawater -i—AII Private Operations —a—Muni W/WW Operations
BLS Averages*
RIR
Veolia Water
59% better
than National
Average for
Municipal Operations
and
51% better
than National Average for
Private Operations
Recordable Incidence Rate (RIR( =
All OSHA-remrdabie lOnesses & injuries
x 200,000/total work hours
LTI R
Veolia Water
82% better
than National
Average for
Municipal Operations
and
83% better
than National Average for
Private Operations
Lost -Time Incidence Rate (LTIR) _
Cases Involving days away from work
x 200,000/total hours worked
As compared with the most
current data available (Celendor
Year2012) from the Bureau of
LaburStadrUcs(BLS)far UtflBler
water, sewerand othersystems.

municipal operations and 51% better than the national average for
all private operations. And our lost -time incidence rate (LTIR) was
82% percent better than the national average
for municipally operated facilities and 83%
better than the national average for all
private operations.
Veolia Water's commitment to safety begins at
the top with the President of Veolia Water in North America who has
focused the company on safety in all of our activities. Messages
such as "Service First, Safety Always" on wristbands, daily
company -wide, safety tallies and company -wide reviews of all
incidents and near -misses constantly remind and convey to employees
the company's dedication to safety in our daily operations.
Veolia Water believes that employees are our most valuable asset and
that every employee is not only responsible for their own personal
safety but also for the safety of their co-workers, our
subcontractors, customers and facility visitors. Considering this,
we have a staff of some 3,000 health and safety professionals
working every day to ensure commitment to our safety practices.
Project Start Up and Transition
Veolia Water intends to have a well -established and proven safety
program in place on the first day of every operation and maintenance
contract. To meet that goal, a health and safety transition plan is
developed for all projects that is consistent with our company's
philosophy and standards and in concert with any specific safety
program requirements of the project. The plan is coordinated by the
Executive Vice President of Management Systems and Health & Safety
and implemented by a team of qualified individuals, in accordance
with the overall Facility Transition Plan. This approach ensures
that information, materials, and training are provided to the staff
at the beginning of a contract or service agreement and that Veolia
Water's safety culture is strongly established within the project
staff.
Before the start of a project, Veolia Water
conducts incident management training with
supervisors, managers and other facility
employees. This includes emergency
recognition, initial response, emergency
reporting, regulatory and internal
notification. The training also includes an
introduction into our incident notification
and management software that documents,
communicates, monitors and manages
environmental incidents, work -related
injuries and illnesses, vehicle and property
damage, and near -miss events.
Veolia Water also conducts an inspection of
the facility and assists in procurement of
required personal protective and other safety
equipment. Use of a checklist ensures that all
permits, posters and signage, safety equipment
s HEINRICH'S LAW — —
300.unsafe'acts lead to
29 minor accidents or injuries'
thaE lead to �. "major: accident,
injuryor fatal'dy.
O VEOLIA
WATER
required procedures,
and appropriate

recordkeeping practices are in place.
Veolia Water notifies local emergency response personnel, updates
any existing emergency response program to reflect the current
facility contacts, and establishes relationships with local
emergency responders and consultants that may be used on an on -call
basis. Veolia Water reports, as necessary, to regulatory agencies
regarding any operational changes we make to treatment processes.
Veolia Water also establishes a contract with a local occupational
medical clinic for treatment of work -related injuries, pre-
employment medical examinations and employee medical surveillance
requirements, such as hearing and respirator clearance programs.
Veolia Water conducts orientations with all plant staff regarding
the Veolia Water health and safety philosophy and management
commitment. We address staff roles, responsibilities and
accountability; and we present the health and safety organization
and program overview, ensuring that all employees understand and
accept personal responsibility for a safe and compliant workplace.
We also train employees to understand the effects our operations -may
have on the environment, surrounding community and visitors to the
facility. All personnel, including project management, are required
to attend the OSHA 10-Hour General Industry Course and utility
security awareness training. Other training includes hazard
recognition and safe work practices, emergency response and
supervisor training. We also conduct training on the Veolia Water
software that we use for incident notification and tracking of audit
issues and contractual, permit, and environmental compliance
obligations.
As part of the project startup, Veolia Water conducts a preliminary
health and safety audit of the facility that includes compliance,
recordkeeping, training, chemical management, emergency
preparedness, laboratory, process control and vehicle safety. This
identifies needs for immediate corrective action and provides a
baseline for continuous improvement. Veolia Water also reviews any
existing Job Hazard Analyses, Personal Protective Equipment
Assessments, and Confined Space Evaluation Surveys. All facility
safety procedures are reviewed and updated and any site -specific
written safety programs, such as Hazard Communication and Confined
Space Entry, are prepared.
To evaluate facility security, Veolia Water personnel who are
trained and experienced in EPA -approved risk assessment and counter-
terrorism methodologies complete a utility security assessment guide
and conduct a Security Vulnerability Assessment. Veolia Water
conducts cost -benefit analyses for improvements based on potential
consequences and works with our client on any security improvement
opportunities identified in this assessment. Veolia Water develops
or updates the written Security Plan, which outlines security
practices and procedures and provides testing and maintenance
schedules for facility security equipment such as physical barriers,
surveillance equipment, alarms and other security devices.
Furthermore, all employees are trained in security awareness at the
start of the contract and annually thereafter.

Finally, Veolia Water believes that employee involvement and
communication are important components of an effective safety
program. In support of this, Veolia Water establishes an employee
facility safety committee at each project, tasking to build safe
attitudes and the desired behavioral patterns within the facility
organization.
Maintaining the Commitment
To ensure success in the safety program, Veolia Water employs a
variety of tools and approaches that are an integral part of our
safety program. These steps provide for safety and compliance
planning,
training,
monitoring
and review
and include:
•Health and
Safety
Management -
Veolia Water
maintains
health and
safety
managers and
coordinators
at the
corporate
business
center and
O&M project
levels. We
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designate
one of our key managers as the on -site Health and Safety Manager
and support that manager with regional and corporate safety
professionals. This individual is charged with ensuring that all
company safety policies and programs are in compliance, and we
expect that a significant amount of that manager's time is
dedicated to health and safety efforts. The Project Manager has
ultimate responsibility for the safety of the employees,
contractors and visitors at the job sites; however, we also believe
that every employee is responsible for safety. Employees' safe
behavior practices are evaluated in their annual performance
appraisal.
•Incident Management - Timely reporting is essential in keeping
management informed so that minor problems can be corrected before
they become major events. In accordance with Veolia Water's
Incident Procedural Manual, all incidents must be investigated to
determine root cause. As the result of the investigation,
corrective actions/measures are put into place to prevent similar
incidents from occurring in the future. Veolia Water uses a
proprietary Web -based incident notification/management program
("Triple I") to document, communicate, monitor and manage
environmental incidents, work -related injuries and illnesses,

vehicle and property damage incidents and near -miss events. This
program also produces all documentation for OSHA recordkeeping.
Once an incident/event is entered into the database, it can readily
be reviewed and updated by the Project Manager and lessons learned
can be shared with other Veolia Water regions or projects.
*Compliance Management.- Veolia Water uses the e3 Environmental
Management Information System software from e3 Solutions to assist
facility personnel in proactively complying with environmental,
health and safety requirements in a timely and complete manner. e3
organizes and summarizes compliance issues and tasks that are
critical to effective project management, tracks specific
environmental issues from identification through resolution, and
helps manage contract deliverables. The software can be accessed by
the Project Manager to assign or organize tasks to maintain
compliance with safety regulations, operating permits, company
policy, and contractual obligations.
*Regulatory Compliance Tracking - Veolia Water has a national
contract with Citation Publishing, Inc., for the CyberRegs®
service, which provides a current and comprehensive on-line
database of federal, state and international government
regulations, statutes and related data, including the Federal
Register, Code of Federal Regulations, and state health and safety
regulations. Using this tool and the resources of our in-house
health and safety team, O&M staff at the project level has access
to up-to-date information they need to know and understand relative
to regulated safety requirements.
oAudits and Inspections - By conducting frequent safety and
environmental audits and inspections, Veolia Water Health and
Safety Managers and Project Managers can routinely assess the
compliance of their facilities and determine if appropriate and
safe work practices are being applied. Employing the e3 software, a
comprehensive checklist is used and all inspection findings are
tracked until completed. This process ensures that systems and
controls are in place and are being implemented to effectively
manage risks and ensure health and safety compliance.
*Driver Qualification Programs - Veolia Water also employs a
national Driver Qualification Administrator to ensure compliance
with Department of Transportation (DOT) regulations. At each
project we manage, as appropriate and within the confines of the
contract, we use this in-house expertise to manage the commercial
driver's license (CDL) licensing process and the DOT physical.exams
required for CDL holders.
•Standard Work
Practices - Each
Veolia Water Project
is provided with an
extensive library of
policies and
procedures that
provide reference
documents for
environmental and

safety requirements. The library
supplements the site -specific
policies and operating procedures
that we develop for each location.
The library includes heath and safety
procedures applicable to compliance
with all OSHA requirements, an
environmental compliance manual, an
emergency action plan, an incident
procedures manual, a facility
security guidance document, a fleet
safety and compliance manual, a
laboratory chemical hygiene program,
a laboratory quality assurance
program, and all associated
checklists and forms.
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Take 5 for Safety; The Buddy System
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•Safety Training - All Veolia Water e° �A
projects are supported by an
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extensive safety training program
designed to address compliance requirements as well as any specific
or immediate safety issues within the facility. Veolia Water's
Project Manager is responsible for ensuring that safety training is
regularly scheduled and conducted at required intervals by trainers
competent in the subject matter. Employees are required to
participate in an OSHA 10-hour General Industry Course, and attend
any introductory or update training that may be needed for their
work. Annual training is reinforced through daily and weekly
tailgate/toolbox safety talks, which must be attended by all 0&M
employees.
*On -going Communication - The corporate Health and Safety Department
assists Project Managers by providing frequent communications about
safety issues. Supporting information is provided for
tailgate/toolbox safety meetings on topics that include general
safety information, current or seasonal safety issues, results of
any recent incident analyses, and performance statistics. In
addition, the Health and Safety Department issues periodic Health
and Safety Alerts that broadcast information throughout the company
pertaining to incidents that have occurred, with the intent that
sharing lessons learned could prevent a similar event from
occurring elsewhere. Veolia Water has also implemented several
internal communication campaigns, such as "Take 5 for Safety" that
focuses on seasonal injury trends, and the "Safety Raiser", which
is issued on a frequent basis and is designed to provide a quick
focus on a relevant safety topic.
•Employee Involvement and Participation - Every project has a site
safety committee that is supported by the regional health and
safety professional. The committee usually consists of operations -
level employees who have a common interest in safety, enhancing
safety programs, and improving safety communications. The
committee's task is to locally assess and advise on the
effectiveness of the safety programs, address employee concerns,
and ensure that safety communications are understood and beneficial
to the welfare of the employees.

*Supporting Contracts - For additional health and safety program
management, Veolia Water maintains a national contract with
WorkCare®, an occupational health management firm, to act as our
occupational health program administrator. Veolia Water's program
has been custom -designed by WorkCare®, and medical monitoring
requirements are assessed on a site -by -site basis. Their services
include pre -employment physical exams and drug testing, respirator
fit testing and hearing exams, and immunizations and preventive
services. Veolia Water also has an established national contract
with AirGas®, a supplier of personal protective equipment and other
safety supplies. This contract ensures that safety equipment is
readily available and supplied at consistent and competitive
pricing to any Veolia Water project.
Policies and programs are the cornerstones of an effective health
and safety program, and monitoring and adjusting the content,
delivery, and enforcement of our safety and security programs to
achieve safety goals are integral to daily operations. We believe
that the success of our program can be directly attributed to
employee involvement, accountability standards, and management
commitment — demonstrated through leadership -by -example from our
President, every Director and Manager, and all front-line
supervisors.
Facility Security
Veolia Water considers facility security to be extremely important
and takes all precautions necessary to safeguard persons entering
the facilities and protect water quality and the client's property.
Administrative controls and physical mechanisms must be in place to
prevent against unauthorized entry or sabotage of a facility. Veolia
Water continues to lead the industry in this area. We maintain a
team of regional and corporate professionals that set corporate
security standards, provide the tools, and continually evaluate
programs, policies, and procedures for effectiveness, and seek and
opportunities for improvement. To meet these goals, Veolia Water has
established several practices for facility security, which include
the following:
*All Veolia Water employees are required to be vigilant and report
all suspicious observations to site management. Local enforcement
agencies are immediately notified in the event of an emergency
situation, and all incidents undergo review and corrective actions
to prevent recurrence.
-Planned facility security checks are conducted as part of normal
operational rounds and are documented in logbooks and the
maintenance management system. Detailed security checks are
conducted monthly. Facility security is also evaluated as an
integral part of health and safety compliance audits.
*All Veolia Water worksites maintain and operate systems that
monitor and control the access of employees and non -employees
entering the facility. This includes setting and maintaining
alarms, performing physical checks of doors and other access
points, and maintaining fences and gates. Maintenance of faulty
equipment used for system security is a priority, and all security

equipment is periodically tested. Minor and non -capital security
improvements and repairs are.recovered through the facility's
maintenance budget. Large-scale improvements usually can be
addressed in the client's capital improvement program.
•Process Control Management Plans include sampling and analysis to
readily identify and address suspicious deviations in water quality
data.
•A written procedure for conducting facility tours is maintained and
followed.
•Employees are rated on their commitment to facility security as
part of their annual performance appraisal.
Emergency Management
A number of potential, unforeseen, and common events at a facility
can require an emergency response, such as major water or sewer line
breaks, power outages, floods, fires and snow and ice storms. Other
emergencies, such as chemical or gas leaks, explosions, or
contamination of waterways could also arise. Veolia Water works with
our client community, neighboring communities, and local emergency
services providers to make sure they are aware of our capabilities
and what emergency services we can offer. Veolia Water prepares a
comprehensive contingency and disaster recovery plan based on the
potential emergencies that could occur. This plan is designed to
provide the tools necessary to ensure responsive decision -making,
outline required internal and external notifications, minimize
liability, protect the client's and company's images, offer
continued faith and confidence in public services, and provide for
safeguarding of the community and environmental stewardship. The key
elements include:
*Communication Planning - A communication plan for sharing
information with the public is developed in consultation with the
client. The primary purpose of the plan is to outline possible
scenarios and actions, define what circumstances require a public
response and identify a media spokesperson(s).
•Emergency Planning - An Emergency Action Plan (EAP) is required to
address possible scenarios and guide the staff through each action
to be taken for specific situations. Procedures within them are
frequently revised and updated to ensure that our projects benefit
from lessons learned or in response to new threats or situations.
EAPs are prepared in coordination with the community's existing
emergency plans and the capabilities of local emergency services
providers and are developed with the intent to provide rapid,
reliable responses to site -related emergencies. The plan respects
that each event is unique and is often managed through on -the -spot
decisions. However, certain basic rules of crisis management do
apply to every situation and should be an integral part of the
emergency preparedness and action plan that is in place. The EAP,
including all contact information, is reviewed and updated
annually.
*Coordination - Our plans ensure coordination with emergency
response agencies and programs currently in place and, where

appropriate, Veolia Water resources
that are external to the facility.
Working relationships are also
established with agencies such as the
local emergency planning committee, the
local health department, and local law
enforcement.
•Post -Emergency Management - A number of
activities occur following an emergency
event. Appropriate parties must be
advised; situations need to be
understood and events recorded. An
objective critique of the response
successes and shortcomings is required
and ensures that action plans are put
into place for any necessary
improvement.
*Personnel Responsibilities - All employees are trained on emergency
recognition and notification; however, only properly trained
employees are assigned to the emergency response team. The assigned
Health and Safety Manager usually serves as the senior emergency
response coordinator and is in charge of the site in the event of
an emergency. This person assesses the emergency, implements
appropriate internal measures, and calls on applicable emergency
external assistance when required. The coordinator directs the
evacuation of employees and visitors and initiates the "all -clear"
announcement when appropriate.
•Training - New employee training and annual updates are conducted
on the elements of the EAP and employee responsibilities. Interim
changes to emergency procedures are communicated concurrent with
implementation. Our personnel also develop and participate in
hands-on drills and table -top exercises that simulate natural and
man-made emergency scenarios.
Training
Because we firmly believe our employees are our most important
asset, we demonstrate our commitment to our employees by providing
extensive training programs designed to assist managers and staff
alike in achieving their full potential and to work effectively as a
team for the benefit of the client and the company. In this regard,
Veolia Water provides training for all of our firm's 0&M employees,
encompassing critical aspects of operations, maintenance, management
and safety, including a wide range of training toward professional
growth and advancement.
Veolia Water's training programs are site -specific to address unique
facility and staff needs. They are also time -tested and validated
year after year by our safety programs, which achieve the highest
BLS ratings in the industry, as illustrated previously. In these
programs we emphasize cross -training to improve the skills and range
of capabilities of our staff.
We also maintain a tuition reimbursement program to enhance employee

! 1
j
effectiveness in daily operation and to provide for career
advancement potential as further incentive for training. Incentives
for operators to advance their certification.levels and
responsibilities are provided as well. Safety training is a
priority at all Veolia Water -operated and managed facilities, and an
incentive program is established for facilities achieving no lost-
! { time incident milestones - and our project at the City of Fall River
is no exception to this.
A priority Veolia Water focus is continued safety and environmental
principles training for our O&M staff. The company is very clear in
its expectation that safety training is mandatory for all staff
members, regardless of their certifications and/or education levels.
Each employee knows that their commitment to safety and
environmental protection is an integral part of their job as an
individual, as a team, as a company and as a community.
As shown on the typical annual training curriculum on the table
below, the level of safety training corresponds to the monthly 30-
minute training sessions that we conduct for all employees. This
table also summarizes our firm's training calendar with regard to
monthly safety awareness topics and training curriculum provided
each year.
Jan.
Tailgate/Toolbox Safety Meetings
Hazard Communications
Feb.
Asbestos in the Workplace
Respirator Protection and PPE
Mar.
Electrical Safety
Hazardous Energy and Lock-Out/Tag-Out
Apr.
Preventing Sprains and Strains
Excavation: Trenching and Shoring
May
Good Housekeeping (Facility & Security)
Laboratory Chemical Hygiene Plan
Jun.
Office Safety
Bloodborne Pathogens and First Aid/CPR
Jul.
Preventing Heat Stress & Heat
Exhaustion
Fire Extinguisher Use and Hot Work Welding
Aug.
Slips, Trips & Falls Protection
Emergency Action Plan and Response
Actions
Sept.
Ergonomics
Confined Space Entry
Oct.
Inclement Weather Hazards
Cranes and Forklifts, Vehicles Safe Driving
Nov.
Grounding Hand and Power Tools
Control of Power in Portable Equipment
Dec.
Incident Investigation
Hazardous Materials & Bulk Chemicals SOPS
Plant/site-specific technical training is designed to provide an
understanding of site -specific wastewater plant systems and programs
and subsystem operation, as well as a foundation for vendor
training. Training is provided in the following areas: process
control; instrumentation and control systems; relevant plant -wide
' systems; and software packages.

Plant systems and programs training are designed to provide plant
staff with a thorough knowledge of the larger plant systems and
programs required to operate and maintain the facility. General
plant -specific training is designed to cover areas not addressed in
the plant -specific technical category or vendor training, and
includes: maintenance management concepts; laboratory systems and
procedures; the logic and process for troubleshooting; as well as
site -specific safety and compliance.
Veolia Water's commitment to training results in the entire project
group (management and non -management staff) embracing a working
environment at our client sites that is both safety conscious and
focused on quality delivery of services as a well -trained and
skilled workforce.
Training on various health and safety topics, represents at least
one-third of the overall hours of training.
Veolia Water's corporate policy guide to training, and particularly
content, delineates resources and informational instruction and
courses on safety, environmental compliance and management systems.
This policy and commitment includes the following:
•An uncompromising commitment to safety, environmental protection
and management, and regulatory compliance from company management.
*The same uncompromising commitment by each employee and
subcontractors to achieve the mission and goal for safety, the
environment and compliance.
*The right and responsibility of all employees to immediately halt
and report unsafe or non -compliant acts, work practices, equipment
and operating systems.
oContinuous goal to promote awareness to all employees and provide
expedient updates to known changes in safety, environmental and
compliance requirements, as well as providing the resources for
each employee (i.e., personal protective equipment - PPE) to
promote and ensure his/her own safety.
oContinuous standard of evaluating company policies and procedures
to improve aspects of safety, environmental management and
regulatory compliance through daily and monthly communication and
training for awareness and implementation.
*Meeting and exceeding all governmental regulations applicable to
each treatment facility and project.
•Achieving client and customer satisfaction in the communities we
serve with skilled, safe and motivated project personnel and
support teams.
To accomplish these corporate training policies and expectations,
Veolia Water has a corporate training department that oversees our
corporate training program. This group produces and delivers a wide
range of training nationwide through a network of dedicated
corporate training professionals and regional employees who have
taken additional training to qualify for Train -the -Trainer status.
Trainers located regionally deliver a broad range of training to a
large number of people as quickly and efficiently as possible.

The following provides a general description of our training plan
and approach:
•Operations Training - This treatment process and site -specific
technical training is designed to foster an understanding of
relevant treatment plant systems, operations and programs, as well
as subsystems operation; and also provides a foundation for vendor
training.
•Maintenance Training - This training focuses on ensuring that our
employees understand not only the most current maintenance
procedures and methodologies, but also the larger issues of life -
cycle costs and asset management strategies.
Training is offered using a combination of in-house, software vendor
and consultant training programs and courses on -maintenance
practices.
*Management and Supervisory Training - Organizational authority and
best-selling author Marcus Buckingham ("First, Break All the
Rules") reminds us that "employees leave managers, not companies."
Veolia Water recognizes that our front-line supervisors are among
our organization's most strategic and critical assets. Therefore,
we include.a 40-hour supervisory training curriculum as a means of
establishing a culture of effective management by training our
supervisors in the key skills areas of leadership, communicating
expectations, providing timely and effective feedback, coaching,
decision -making, interviewing and hiring, effective presentations
and negotiating.
*Safety and Compliance Training - Veolia Water provides ongoing
training in safety and regulatory compliance. Health and safety
training topics include bulk chemical storage, hazard
communication, respirator protection program, PPE, control of
hazardous energy, excavation, trenching & shoring, laboratory
chemical hygiene plan, preventing heat stress and heat exhaustion,
bloodborne pathogens program, first aid/CPR, emergency action.or
emergency response plan, hot work including welding, cutting and
brazing, fall protection, confined space program, crane safety,
powered industrial trucks, hazardous materials awareness, and
hearing conservation. Supplemental training (including
environmental and security topics) is often provided by H&S
professionals, technical subject matter experts, universities,
junior colleges, vocational schools, professional trade
organizations, state agencies, as well as other community emergency
first responders and action organizations.
In summary, it is the mission of Veolia Water's corporate training
program to ensure that all employees are afforded the opportunity
to enhance their existing skills as well as to acquire new skills
and knowledge through instructional information and company -wide
training to continually improve their overall competency and
performance.

Spill Response Plan

828-465-1401
VE O L IA 3200 20"' A enure S.E.ORY NC FACSIMILLEE 828-465-4115
WATER Newton NC 28658
Regional Compost Facility
Hickory, North Carolina
Biosolids Spill Control Plan
The Cities that transport biosolids to the Regional Compost Facility each will provide a written transport
Spill Control Plan. (Which will be available at the composting site)
If an on site spill or tanker rupture occurs the following measures are in place at the Regional Compost
Facility:
1. SPILL PLAN
It is the policy of USFilter to respond immediately to any chemical of biosolids spill. The first
step is to secure the affected area. Take all measures to contain the spilled biosolids.
Documentation of the incident will start immediately and will be preformed by the Facility
Operations Manager and a report prepared by the Project Manager. A spill will be reported
immediately to:
Owner: City of Hickory, Utilities Manager
[phone]
Regulatory: NCDNR, Mooresville Regional Supervisor
[phone]
USFilter: Service Center Manager
[phone] I
Service Center Area Manager
[phone]
Service Center Environmental Health & Safety Director
[phone]
A. SMALL SPILLS:
-Biosolids will be absorbed on the asphalt or concrete areas by using finished compost
product and/or sawdust and will be put on a cure row for composting. All material that
can be retrieved will be transferred to the receiving tanks located at the facility.
B. LARGE SPILLS OR TRUCK TANKER RUPTURES:
Measures will be taken to contain the spill area by using finished compost or sawdust
amendment. A pump truck will be called to transfer any material still remaining in the
truck to be transferred to the on site receiving storage tanks. In the event that raw
biosolids run off of the asphalt or concrete and on to the grass areas the material will be
mixed with compost or sawdust to keep runoff at a minimum and keep the material from
reaching any surface waters. The cleanup of the contained material will then be mixed
with sand and lime for stabilization and hauled off site for disposal at an approved
disposal site. Lime then can be spread on the affected area if needed for local disinfect
ion if needed.
16%,

(j)VE06A
WATER
Veolia Water North America
REGIONAL COMPOST FACILITY, HICKORY NC
CHEMICAL SLUG/SPILL CONTROL PLAN
A. Description of discharge practices:
The Regional Compost Facility (RCF) begins the daily processing. at approximately
7:00am and is usually under normal operating conditions complete by 5:00pm. The process
includes receiving biosolids from the WWTP's of Hickory, Newton, Conover,. Maiden, Catawba
Claremont, and domestic septage waste. The primary process begins with dewatering the
incoming biosolids from an average of 3.5 percent to approximately 25% solids by the use a J-
Spin centrifuge. The backup process begins with dewatering the incoming biosolids from an
average of 3.5 percent solids to approximately 33% solids (amended with sawdust) by using the
Ashbrook Belt Presses. The effluents from the processes are discharged to the City of Hickory's
Henry Fork WWTP. Approximately 175,000 gallons per day is discharged through the belt
presses or approximately 90,000 through the centrifuge. The odor control blowdown water runs
24 hours per day 7 days a week at approximately 8 gallons per minute or 11,520 gallons per day.
The processing flow is drastically reduced from 260 gallons per minute to approximately 8
gallons per minute when the processing of the biosolids is complete.
B. Description of inventoried chemicals/spill prevention & containment procedures
Mavco Odor Scrubber
1. One Bleach storage tank at 1,500 gallons of capacity — Includes self containment
There are no floor drains in the vicinity of the tank
2. One Caustic storage tank at 1,500 gallons of capacity — Includes self containment
There are no floor drains in the vicinity of the tank.
1. One Bleach storage tank at 5,500 gallons of capacity — Includes containment
There are no floor drains in vicinity of the tank.
2. One Caustic storage tank at 3,000 gallons of capacity — Includes containment
There are no floor drains in the vicinity of the tank.
3. Two Sulfuric Acid storage tanks at 1,400 gallons of capacity each Includes containment
4. There are no floor drains in the vicinity of the tank.
Procedure:
1. All'bulk storage tanks are diked individually to hold as much as 2 times the tank capacity
or are self-contained. Inspect Daily
2. Inspect daily all bulk tank storage and fitting connections.
3. All off loading of chemicals go into the containment, using site specific Bulk Chemical
off loading procedures. .
4. Personal Protection Equipment is provided and is to be utilized during each delivery.
5. Any spills are to be reported immediately.to a supervisor or the manager.
6. In case of major problems: Leave the area and.contact immediate Supervisor or Manager.
7. Supervisor or Manager will evaluate the situation.
8. If it is an emergency call 911, if not call Environmental Products & Services for chemical
spills large enough to require removal from the containment area. PHONE: 800-843-
8265.
9. Small drips are contained within catch pans. Small amounts can be neutralized using
water.
10. With all spills, an investigation will be made to determine the cause of the spill and to
prevent recurrence of a spill. The investigation will be on file at the Regional Compost
Facility. Any large spills will be forwarded Veolia Waters' Environmental Department.

Diesel Fuel
1. One Diesel storage tank at 200 gallons of capacity — Includes self containment
There are no floor drains in the vicinity of the tank.
Procedure:
1. In case of the self -containment leak, use sawdust amendment or compost for absorption
and to dam the material from reaching the pad drain.
2. Be aware of the location of the fire extinguisher in the area in case of any fire.
3. Large Spills: Call Veolia Water Environmental 866-313-3477 for pick-up.
Polymer:
1. One pallet (30 Bags at 501bs each) of dry polymer.
2. One 250 gallon tote of liquid polymer.
Procedure:
1. Dry Polymer Spill: Sweep up and disposed in the trash dumpster.
2. Liquid Polymer Spill: Absorb liquid using sawdust and recycle back into compost
system.
3. Large Spills: Immediately seal off any floor drains in the area. Absorb with sawdust.
Recycle back into compost system.
Oils:
1. Four 55-gallon drums of various hydraulic and motor oil for maintenance.
2. Various 5 gallon oils and lubricants for maintenance
Procedure:
1. Use sawdust to absorb any spilled oil immediately. Dispose small quantities only in trash
dumpster.
2. Large spills: Call Veolia Water Environmental 866-313-3477 for pick-up.
3. Immediately seal all floor drains in the area.
4. Be aware of fire extinguishers in the area.
Solvents (Small cans)
1. Store all gas cans and solvents in fire proof cabinet.
2. Be aware of fire extinguishers in the area.
3. Dispose of empty cans per directions on the container.
C. Procedure of notifying POTW Director:
Susan McNeely — 294-6484 e-mail — [e-mail]
Bob Shaver — 294-0861 e-mail — [e-mail]
Kevin Greer — 323-7479 e-mail — [e-mail]
D. Training Procedures
1. Hazardous Chemical Handling training is conducted annually.
2. Emergency Response Training is conducted annually.
3. Location and proper use of our 24 fire extinguishers is provided annually.
4. Bulk Chemical off loading procedures training is conducted annually and as needed.
5. Proper PPE use training is conducted annually.

Inspection Plan

VEOLIA
WATER
Daily Facility Inspection:
1. Lab: Check for anything unusual. Check temperature on drying oven.
2. Operations Room. Look at control panel to see if any alarms are present. If so
investigate the cause. If any corrective action is required fill out a corrective
maintenance form.
3. Main MCC Room. Look at the MCC panels for anything unusual and pay attention to
any burnt smells in the area.
4. Belt Press Room. Visually inspect feed pumps for any vibration or hot motors.
Check conveyors for any excessive noise.
5. Centrifugge Room. Check vibration, pressure, and effluent quality. Listen for any
unusual sounds. Insure temperature readings on the centrifuge has been checked.
6. Polymer Area. Check for any polymer on the floor. Visually check for any leaks and
proper operation.
7. Compost Room: Listen for any unusual sounds from the conveyors. Check blowers
for CFM, vibration and hear. Check airflow on the Tunnel Reactor headers.
8. North Aeration Galley. Check for hydraulic leaks. Check for any oil on the floor as
an indication to where any leaks are. Check motor and pump for excessive heat and
vibration. Check oil levels in sight glass.
9. South Aeration Galley. Check for hydraulic leaks. Check for any oil on the floor as
an indication to where any leaks are. Check motor and pump for excessive heat and
vibration. Check oil levels in sight glass.
10. Tunnel Reactor Discharge Doors. Check hinges for any damage.
11. Cure Pad. Check blowers for vibration and heat. Check drain screens and the area
around the drain for buildup.
12. Chemical Tanks. Look for any leaks around the discharge valves and plugs. Check
For any liquid in the containment area.
13. DuaH Odor Control Unit. Check to make sure power is on both units and fans are
running. Check control panel for any alarms and investigate any that appear. Check
for chemical leaks around the feed pumps. Check for proper operation of all feed
pumps. Check for proper operation of recycle pumps on all units. Check vacuum
gauges for any indication of restriction. Check motors and pumps for vibration and
heat. Check data for correct pH and TRC readings.
14. Mapco Odor Control Unit. Check for proper operation. Check motors and pumps
for vibration and heat.
15. East Pump Room at Sludge Receiving. Check pumps for leaks, vibration and
motors for heat.
16. West Pump Room at Sludge Receiving. Check pumps for leaks, vibration and
motors or heat.
Veolia Water North America
Hickory Regional Compost Facility
3200 20th Avenue SE Newton NC 28658
Tel [phone] / Fax [phone]
[e-mail]

17.,SludOe Receiviho MCC Room. Look at the MCC panels for anything unusual and
pay attention to any burnt smells in the area.
18. Pretreatment Facility Check blowers for vibration, oil leaks and motors for
excessive heat. Check draw off tubes to make sure they are flowing. Check waste pit
to make sure that the pumps are working properly.
19. Effluent Meter. Check for proper flow and recording. Check to see if it needs to be
reset.
Upon completion of the inspection any problems or unusual observations shall be reported
to maintenance for investigation and corrective or preventive work repair.
Daily Inspections to be performed by one of the below:
Project Manager — Wayne Carroll
Operations Manager — Paul Spencer
Lead Operator — Chris Johnson
Lead Operator —Allan Canipe
N

Sampling and Monitoring Plan

SAMPLING PLAN
TEMPERATURE
®: Operators take tunnel temperatures with a six foot thermometer. The heights of
the tunnels are twelve feet giving us the capability to reach the center of the mass. There
are seven sampling ports along the top of the tunnels from the front to the back.
After discharge the compost is put on an aerated curing pad for further curing and
maturation of the product. During this time (from 30 to 40 days) temperatures are again
recorded with six foot thermometers into the center of the mass and recorded.
Temperature probes are calibrated weekly using a certified calibrated thermometer,
which is certified annually.
PROCESS CONTROL SAMPLING
Receiving:
Each truck that delivers provides a sample from their load. Each sample is tested for pH
and its dry solids content.
Amendment Receiving:
One composite grab sample is made and is tested for dry solids and weighed for density.
Dewatering:
Four grab samples are collected throughout the day of the influent, discharge, and
effluent. These are tested for dry solids. The discharge is weighed for density.
Composting:
One grab sample is collected for each tunnel of the four tunnels infeed and outfeed. These
are tested for dry solids and weighed for density.
Odor Control. Daily pH and Total Chlorine Residual.
Weekly air monitoring: Ammonia, Amines, Hydrogen Sulfide, Dimethyl Sulfide,
Dimethyl Disulfide and Methyl Mercaptan are tested on the influent and effluent of the
odor control systems.
Pretreatment:
Monthly composite sampling per the City of Newton's Pretreatment Permit.

STATE AND FEDERAL SAMPLING
METALS: Lab: Pace Analytical
NC Certification IDs
North Carolina Drinking water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification: #: 12
ONTHL The product from the oldest and nearest pile that is next to be distributed
is sampled at six discrete areas. Three are about one foot deep, and three from the closest
to the center of the pile as possible. This sample is a grab and composite and is tested for:
Arsenic Cadmium Copper Lead Molybdenum Nickel
Selenium Zinc Mercury Zinc Percent Moisture Total Percent Solids
NUTRIENTS: Lab: Pace Analytical
I MONTHL The product from the oldest and nearest pile that is next to be
distributed is sampled at six discrete areas. Three are about one foot deep, and three from
the closest to the center of the pile as possible. This sample is a grab and composite and is
tested for (and the above metals):
Aluminum Magnesium Phosphorous Ammonia -Nitrogen
Potassium Sodium Calcium Ammonia Nitrogen
Nitrite -Nitrite Nitrogen Total Kjeldahl Nitrogen Total Nitrogen
pH Plant Available Nitrogen (by calculation)
Fecal — Test performed by Statesville Analytical Lab
NC Certification IDs
NC Certification #:440
NCDW Certification #: 37755
EPA NC00909
TCLP: Lab: Pace Analytical
ALL
i The product from the oldest and nearest pile that is next to be distributed is sampled at six
discrete areas. Three are about one foot deep, and three from the closest to the center of
the pile as possible. This sample is a grab and composite and is tested for:
TCLP corrosivity, ignitability and reactivity, as required by permit.
Samplers:
Project Manager. — Wayne Carroll
Operations Manager — Paul Spencer
Lead Operator — Chris Johnson
Lead Operator — Allan Canipe

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Metals, Nutrients, and Pathogens
2012
Date
1/62012
2/13/2012
3192012
4192012
5/112012
6/112012
7I92012
8/132012
9/102012
10/82012
11/122012
12/102012
Percent Moisture
33.9
46.9
41.4
25.1
51.2
39.3
43.7
47.3
51.2
50.4
30.5
49.2
Percent Solids
66.1
53.1
58.6
74.9
48.8
60.7
56.3
52.7
48.8
49.6
69.5
57.1
Limits
AVG
mglkg
MIN mg/kg
MAX mglkg
duminum
4,160.0
1,830.0
1,910.0
5,390.0
4,280.0
6,310.0
3,980.00
1,830.00
6,310.00
krsenic
41 mgfkg
1.30
<.4
<.42
<.42
<,48
<.36
<,46
<,5
<,46
<,46
0.61
<.88
0.96
0.61
1.30
Cadmium
39 mglkg
0.81
1.10
1.20
0.36
0.49
0.53
0.48
0.74
0.61
0.35
0.44
0.46
0.63
0.35
120
^hrornium
1,200 mglkg
:opper
1,500 mglkg
112.0
113.0
136.0
44.9
80.3
84.6
116.0
137.0
152.0
112.0
163.0
157.0
117.32
44.90
163.00
mead
300 mgfkg
17.1
17.7
17.0
8.0
7.9
7.6
10.5
14.7
13.3
9.3
11.7
10.3
12.09
7.60
17.70
IMercury
17 mglkg
0.24
0.18
0.23
0.0061
0.25
0.201
0.40
0.19
0.30
0.1B
0.30
0.19
0.22
0.01
0.40
lol bdenum
75 mglkg
2.6
3.3
2.7
<.42
2.1
3.8
3.3
4.41
4.3
3.1
3.41
2.9
3261
2.10
4.40
lickel
420 mglkg
3.9
4.1
4.6
2.1
3.5
4.1
5.7
5.1
7.0
5.0
6.1
6.3
4.79
2.10
7.00
Selenium
36 mgfkg
1.30
1.60
1.70
<.83
1.40
1.50
1.90
2.90
1.80
1.00
2.10
2.00
1.75
1.00
2.9D
7inc
2,800 m
266.0
292.0
315.0
150.0
209.0
237.0
326.0
452.0
436.0
331.0
480.0
464.0
329.83
150.00
480.00
KN
14,700
8,250
18,000
25,200
14,500
13,300
15,658.33
8.250.001
25,200.00
mmonia Ni en
2,250
723
1,390
1,550
2,380
938
1,538.50
723.O0
2,380.00
Nitrate -Nitrogen
<2
<.2
1
<2
<2
<2
3.10
3.10
3.10
3.10
otal Phosphorous
5,880.001
2,950.00
4,540.00
2,860.00
3,200.00
4,900.00
4,055.00
2,860.00
5,880.00
almonella
3 MPN/
Fecal Col'rform
1000 MPNI
<3.8
<1
142.0
<4
226.0
pH
1 8.40
7.60
7.90
8.10
1
8.00
7.30
7.88
7.30
8.40
AN
2,370
2,620
5,580
7,870
4,830
4,320
4,598.33
2,370.00
7,870.00
Dial Nitrogen
1.47%
0.83%
1.8%
2.5%
1.45%
1.3%
1.57%
2.52%
2013
Date
1172013
2/112013
3/112013
4/a/2013
5/132013
6/102013
7182013
8/122013
9/9/2013
10/142013
11111I2013
12/92013
Percent Moisture
472
59.8
30
64.3
58.7
45.2
61.2
68
36.9
46.1
22.7
42.6
Percent Solids
52.8
402
70.0
35.8
41.3
54.8
38.8
32.0
63.1
53.9
77.3
57.4
Limits
AVG
mg
MIN mg/kg
MAX mg
luminum
5,180.0
6,250.0
5.780.0
6,890.0
5,840.0
13,B00.0
7,256.67
5,180.00
13,600.00
Arsenic
41 mgfkg
<.96
<.93
<,96
<.91
<.93
<.98
<.94
<.96
1.70
1.70
<.96
1.30
1.57
1.30
1.70
Cadmium
39 .91k9
0.27
0.25
0.28
0.18
0.12
<.098
0.30
0.19
0.54
0.40
0.72
0.38
0.33
0.12
0.72
;hromium
1,200 mglkq
opper
1,500 mgfkg
152.0
72.5
85.0
87.2
70.4
51.8
102.0
66.2
136.0
92.5
129.0
92.9
94.79
51.80
152.00
Lead
300 mglkg
10.2
5.8
6.0
4.8
5.4
4.9
6.8
6.6
10.8
8.8
11.4
11.1
7.72
4.80
11.40
--arcury
17 mglkg
0.23
0.11
0.28
0.04
0.13
0.04
0.30
0.09
0.34
026
0.48
0.31
0.22
0.04
0.48
of bdenum
75 mgikg
2.6
3.71
2.1
2.31
1.0
<491
3.3
0.71
3.1
2.1
3.1
2.51
2.41
0.691
3.70
i.ickel
420 mglkg
6.2
4.1
4.8
3.4
3.8
2.5
5.3
3.7
7.7
5.1
5.9
5.6
4.83
2.50
7.70
Selenium
36 mg1kg
2.80
1.50
1.30
1.40
1.50
<.98
2.50
1.10
1.70
1.10
2.10
1.10
1.65
1.10
2.80
inc
2,800 mglkg
549.0
331.0
319.0
303.0
291.0
237.0
403.0
276.0
462.0
352.0
549.0
422.0
374.50
237.00
549.00
KN
8,660
12.200
4.410
9,790
7,9D0
16,000
9,826.67
4,410.00
16.000.00
Ammonia Nitrogen
2,870
3,310
1,220
1,420
4,000
3,870
2,781.67
1,220.00
4.000.00
^lrtrate+Nitrite
<21
3.301
5.201
11.50
323.00
31.60
74.921
3.30
323.00
rtal Phosphorous
3,290.00
3,830.00
4,310.00
3.720.00
4.480.00
7,340.00
4,495.00
3,290.00
7.340.00
almonella
3 MPN!
Fecal Colfform
1000 MPN!
<5.6
<55
<63
<5
<75
439.0
1
8.20
8.00
8.40
7.90
7.60
7.90
8.00
7.60
8.40
kN
3,170
4,330
1.570
3,230
3,500
5,6101
3.568.33
1,570.00
5,610.00
Total Nitrogen
0.87%1
1.22%1
0.44%
0.98%
0.79%
1.6%
0.98%1
0.44%
1.60%

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Metals, Nutrients, and Pathogens
2014
Date
1/132014
2/102014
3/102014
4/142014
5/122014
6/92014
Percent Moisture
37.7
32.0
33.2
57.4
28.9
26.3
Percent Solids
62.3
68.0
66.8
42.6
71.1
73.7
Limits
AVG
mgfkg
MIN mglkg
MAX mg/kg
1luminum
11,400.0
5,760.0
6,170.0
7,773.33
5,750.00
11.400.00
Vaenic
41 mglkg
<.90
<.83
<,83
<.79
<,70
<.64
#DIV/0!
0.00
0.00
admium
39 mg/kgmgfkg
0.29
<.083
0.09
0.35
0.28
0.35
027
0.09
0.35
Chromium
1,200 mg/kg
,opper
1,500 mgfkg
112.0
124.0
62.4
103.0
89.5
116.0
104.48
82.40
124.00
.ead
300 mgfkg
10.6
13.3
10.31
9.2
10.4
12.5
11.05
9.20
13.30
mercury
17 mg/kgmglkg
0.028
0.280
0.180
0.067
0.170
0.190
0.151
0.03
028
Mol bdenum
75 mgfkg
2.7
2.3
1.6
0.831
2.3
2.71
2.07
0.83
2.70
Uckel
420 mg1kg
5.5
6.7
4.9
4.3
5.0
6.7
5.52
4.30
6.70
!elen!um
36 mg/kgmglkg
1.30
1.70
1.40
1.10
1.40
0.91
1.30
0.91
1.70
inc
2,800 mglkg
511.0
607.0
434.0
440.0
486.0
600.0
513.00
434.00
607.00
KN
18,600
12,600
16,B00
16,066.67
12 800.00
18.600.00
immonlaNitrogen
2,160
862
4,680
2,567.33
862.00
4,6B0.00
Nitrate -Nitro en
16.70
2.001
10.501
9.73
2.00
16.70
Total Phosphorous
5.220.00
3,350.00
4.300.00
4,290.00
3,350.00
5,220.00
almonella
3 MPN/4
ecal Coliform
1000 MPWg
<44
<37
<60
H
8.20
8.70
7.30
8.07
7.30
8.70
'AN
6,030
3,840
5,990
5,286.67
3,840.01)
6,030.00
'ota1Nitrogen
1.86%
1.28%
1.8%
1.M%
F 128%
1.86%

-
Veolla Water North America
Regional Compost Facility
Sampling Schedule
COMPOST SAMPLING
Daily
Truck Samples
Compost Infeed
. Each Reactor
Compost Mix
Each Reactor
Compost Discharge
Each Reactor
Sawdust Amendment
Each Load
Finished
Compost
H
% TS
% TS
Bulk Density
% TS
Bulk Density
% TS
Bulk Density
% TS
Bulk Dens!
X
X
X
X
X
X
X
X
X
X
Weekly
Monthly Metals
X
B!-Monthly Metals/Nutrients/Fecal
X
Annually TCLP October
X
Centrifuge Sampling
ODOR CONTROL SAMPLING
Daily
ODORCONTROLTESTING
Dual[
Weekly
Mapco
Weekly
PRETREATMENT SAMPLING
Daily (Process Control)
Pennit Reoirements
January
February
March
July
August
September
Centrifuge Feed Centrifuge Effluent Centrifuge Cake
% Solids % Solids % Solids
Train 1
Train 2
Ma
3co
1A
2A
I 3A
2A
I 2B
I 2C
Stage 1
Stage 2
H
h/TCR
I ph/TCR
pH
I ph/TCR
I ph/TCR
pH
pHfrCR
X
X
I X
X
X I
X
X
X
Duall Inlet
Duall Outlet
NH3
R-NI2
H2S
I CI3-SH
I NH3
I R-NI2
H2S
CH3-SH
DMS
CL2
X
X
X
I X
I X
I X
X
X
X
I X
©©©©©©©©©©©©©©
Flow
BOD
TSS
Temp
H
O&G
NH3
CU
ZN
TKN
CD
CR
NI
PB
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Total

Compost Sampling
Cudelin
Dairy Compost lltil&ation
C.A. Gemgross, M.L. McFarland and W.H. Thompson
The sampling of compost is an essential aspect
of process monitoring, quality control, marketing,
labeling of product and regulatory compliance.
This sampling guide should be used to assess
the quality of a finished product. By following
these guidelines, the compost facility initiates the
first step in participating in the US Composting
Council's Seal of Testing Assurance Program
(" STA').
Please consult Test Methods for the Examination
of Composting and Compost, Method 02.01-B
online at hfp://tmecc.org/tmeccl for original
information related to this sampling guideline.
MATERIALS
♦ Front-end loader
♦ 15 cup -size compost samples per cut
♦ Sterilized sampling tool or glove
♦ Sterilized collection bucket(s) for cut areas
♦ 2, 5-gal sterilized mixing pails
♦ 2, 1-gal sample storage containers, (e.g.,
resealable plastic containers)
♦ 5% bleach solution
♦ Aluminum foil
♦ Newspaper, Butcher or Kraft paper
♦ Rigid shipping container, (e.g., cardboard
box, etc.)
♦ Frozen ice packs
♦ Packing tape
WHAT TO SAMPLE
TMECC Method 02.01-B describes composite
sampling to assess in -process compost and
finished compost product. However, this sample
guideline addresses the procedure for sampling a
finished product.
A composite sample is a single sample
composed of multiple, well -blended subsamples
that, after thorough mixing, represents the traits
of interest for an entire pile or windrow.
Select a screened pile or a finished windrow
waiting to be screened. Avoid sampling from
areas that are excessively wet, i.e., greater than
about 60% moisture.
WHERE TO SAMPLE
Using a front-end loader, cut into the pile or
windrow in at least 5 locations (figure 1). The 5
cuts must be randomly assigned and may be
selected from either side of the windrow or pile.
Cut into the entire depth of the pile and at least
into half of the width of the pile. The cut should
expose the middle of the pile from its natural
base to its natural peak.
Take all necessary precautions that the
walls of each cut are stable to prevent the
potential for collapse. Also, make certain
the sampling area is well ventilated to avoid
exposure to potentially harmful gases.
Cut-out
Q profile
15 Grab(9 (D £
Samples
Figure 1. Cross -sectional illustration of one cut-
out from an inverted "V" compost windrow.
Circles represent 15 uniformly dispersed grab
samples. Avoid collection of samples from pile
or windrow surfaces.
PREPARED IN COOPERATION WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND U.S. ENVIRONMENTAL PROTECTION AGENCY
The preparation of this report was financed through grants from the U.S. Environmental Proiection Agency through the Texas Commission on Environmental Quality.

HOW TO SAMPLE
Collect 15 uniformly dispersed 1-cup samples
from within one side of each of the 5 cut areas as
illustrated in figure 1. Combine and thoroughly
mix the 15 grab samples in the sterilized
collection bucket. Repeat this process for each
cut area.
In the 2 sterilized 5-gal
mixing pails, combine all
samples from the 5 cuts
and thoroughly mix to
make one composite
sample. If balls form
when mixing, the
compost is too wet and
should be partially air-
dried prior to further
mixing. Sample integrity
is diminished and
nitrogen loss should be
anticipated when a
sample is air-dried prior
to shipping.
Quarter the composite
sample by repeatedly
dividing it in half until you
have a 2-gal sample.
Gently transfer the 2-gal
sample into the 2 1-gal
plastic resealable
storage containers. Do not compact the compost
samples.
SANITATION PROCEDURES
Use a sterilized sampling tool and collection
bucket made of stainless steel, plastic, glass or
Teflon® to avoid sample contamination. Sterilize
all sampling equipment before sampling and
between different windrows or piles. To sterilize,
wash sampling tools with soap and water, rinse
with 5% bleach solution and then triple rinse with
fresh water.
Wear appropriate protective clothing and use
care when handling bleach or any other
chemicals.
SAMPLE PRESERVATION
After packaging samples in 1-gal containers,
chill them to about 40C (390F). Separately wrap
each chilled sample container together with an
ice pack, using multiple layers of newspaper,
butcher or kraft paper. Line the inside of a rigid
shipping container and its lid with aluminum foil.
The paper and foil will
help to insulate the
shipping container.
Place wrapped
samples in the
shipping container,
filling voids between
the sample containers
and shipping container
walls and lid with
crumpled newspaper,
butcher or kraft paper.
Seal the lid on the
shipping container with
packing tape. Send
the shipping container
by 1-day delivery to
your selected
laboratory for analysis.
Laboratories that
follow TMECC
protocols must be
approved through the
STA program. A list of participating laboratories
is available online at http://tmecc.org/sta/
WHEN TO SAMPLE
This is an end -process sampling so only
material that is ready for market should be
tested. According to STA program
requirements, sampling frequency should be
based on a facility's production capacity.
1 to 6,250 tons — sample once per quarter
6,250 tons to 17,500 tons — sample once
per 2 months
17,500 tons and above — sample once per
month
For more information concerning the Marketing Dairy Compost project or the STA program, please
contact Cecilia Gerngross by email ([e-mail]) or phone [phone]).
Educational programs of Texas
Texas NYater Cooperative Extension are open to AWSFZI Texas Cooperative
Resources Institute all people without regard to race, T
color, sex disability, religion, age, or .A 1
n+a[r r+rr1•drrq+cnrrne YENSION
ReT_Au. lh-,—q ,Y.c
national origin.

I
Sample Collection and Laboratory Preparation
Field Sampling of Compost Materials 02.01
Test Method: Selection of Sampling Locations for Windrows and Piles
Units: NA
Test Method Applications
Process Management
Product Attributes
Step 1:
Feedstock
Recovery
Step 2:
Feedstock
Preparation
step 3:
Composting
Step 4:
Odor Treatment
step S:
Compost Curing
Step 6:
Compost
Screening and
Rermmg
Step 7:
Compost
Storing and
Packaging
Safety
standards
Market
Attributes
02.01-B
02.01-B
02.01-B
02.01-B
02.01-B
02.01-B
02.01-B
02.01-B SELECTION OF SAMPLING LOCATIONS FOR WINDROWS AND PILES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Fig 02.01-B l Hypothetical sample collection pattern from a compost windrow.
NOTE 1B-In this example, a scale from 1-20 is superimposed
on the long dimension of a compost windrow. Five distances
(3, 6, 10, 13 and 18 m) are randomly selected to each side of
the windrow, (e.g., numbers randomly pulled from a hat), to
assign sample collection locations. Point -samples are collected
from within three zones at each cutout.
NOTE 2B-The illustrated cut-outs are depicted on one side of
the windrow; in a real operation, the cut-outs must be randomly
assigned to each side of the windrow. Cone -shaped piles have
a circular base. Measure around the base of a cone -shaped pile
and randomly assign cutout positions along the pile's meridian,
or circumference.
10. Apparatus for Method B
10.1 Sampling Container -five 16- to 20-L (4- to 5-
gal), plastic (HDPP), glass.
10.1.1 Organic Contaminant Tests For samples to
be analyzed for the presence of organic contaminants,
please refer to Table 02.01-6 Organic Contaminant
Tests: Sampling containers and conditions for compost
and source ingredient testing. Modify sample
packaging steps presented in this section accordingly.
10.2 Sampling Device -silage auger, tilling spade, or
other appropriate sampling device.
10.3 Tractor Loader -with loader, (e.g., Bobcat,
etc.).
10.4 Trowel -high -density polypropylene (HDPP),
for stirring and mixing composite sample.
10.5 Pail-16- to 20-L (4- to 5-gal), square pails, Use
standard 5-gal plastic pails for shipping only when
square pails are not available (e.g., square pails are available
through Cleveland Bottle & Supply Co.; 850 East 77th Street;
Cleveland, OH 44103; telephone: [phone]; Fax: [phone];
URL: http://www.clevelandbottle.com/squrpail.html).
11. Reagents and Materials for Method B
11.1 Plastic Bags -three 4-L (1 gal) durable bags
with seal, (e.g., Ziploc Freezer bags).
August 27, 2001
02.01-14
11.2 Plastic Gloves.
11.3 Tarp -clean plastic, canvas, or other type of
mixing surface if feedstock is liquid sludge.
11.4 Cold Packs -chemical ice packs, or 4-L plastic
bags (e.g., heavy duty Ziploc® freezer bags) filled with
approximately 0.5 L of water and frozen flat. One ice
pack per 4-L sample container of compost to be
shipped, (e.g., three ice packs are recommended for
three compost 4-L samples).
11.5 Aluminum Foil -lining for plastic shipping pail,
and
11.6 Packing Material -newspaper or other
appropriate bulking material to be used as packing or
fill to minimize sample movement within the shipping
container (square pail) during shipping.
11.7 Adhesive Tap"uct tape, 5-cm (2-in.) width.
12. Procedures for Method B
12.1 Cut into Finished Compost -Using tractor skid -
loader, bobcat or shovel, or sample boring device, cut
into the finished compost pile or windrow at five or
more randomly selected positions. Collect samples
from the full profile and breadth of the compost
windrow or pile. Refer to Fig 02.01-B1.
12.2 Collect Point -Samples -Samples of equal
volume are extracted from the compost pile at three
depths or zones measured from the pile's uppermost
surface. Collect no less than five point -samples from
each of the three depths or zones illustrated in Fig
02.01-132. The five point samples for each zone must
be collected in a manner to accurately represent the
horizontal cross-section of the windrow or pile. Use a
sanitized sampling tool (a gloved hand, clean shovel or
auger) when collecting samples and when transferring
samples to the 5-gal sample collection pail.
Test Methods for the Examination of Composting and Compost

1
a
O o O 3
Fig 02.01-B2 Five horizontally dispersed point -samples are
collected from each of three depths or zones within each cutout
NOTE 3B--(1) upper 113 of compost profile height; (2) middle
1/3 of compost profile height; and (3) lower 113 of compost
profile height, where compost pile does not exceed the
recommended overall height of 3 m. Create more than three
sampling depths or zones within each cutout when the curing
pile exceeds a height of 3 m, relative variability is high or the
property of interest is found at very low concentrations, near the
laboratory detection limit
12.3 Composite Point -Samples —Place all 15 point
samples from one cutout together into one sanitized
plastic pail. Completely mix the point samples by
stirring thoroughly with a sanitized wooden stick or
lath, and by covering and shaking the pail to further
mix the samples.
12.3.1 Repeat the blending process at least four times
until all point samples are thoroughly blended to form
one composite sample that accurately represents the
compost for the cutout.
12.3.2 Proceed to the next compost sample cutout
and repeat this process to collect one thoroughly
blended composite sample from each of the five
cutouts.
12.3.3 Composite Sample —Transfer the five
composite samples from the sample collection pails
onto a mixing tarp or other appropriately sanitized
surface or container, such as into a large pail where all
samples can be mixed, blended and then covered to
minimize moisture loss. Thoroughly blend the five
composite samples to form one large sample that
represents the average condition of the entire batch or
windrow in question.
12.3.3.1 Quarter the composite sample and
thoroughly mix and quarter again. Continue to
subdivide and split the sample into quarters and mix as
described until sample size reaches approximately 12 L
(3 gal).
12.4 Stratified Sampling —This sample collection
strategy is used to evaluate for the presence of spatial
variations or gradients in compost characteristics across
and through a windrow or pile.
12.4.1 Stratified Samples across Cutouts —Use this
sampling strategy to test for differences in compost
characteristics between sample cutouts and along the
longer dimension of a windrow. Do not composite
materials from the five separate cutouts when
Test Methods for the Examination of Composting and Compost
Sample Collection and Laboratory Preparation
02.01 Field Sampling of Compost Materials
monitoring for the presence of gradients along the
longer dimension of a windrow. Pack and prepare five
separate samples (i.e., five separate composite samples,
one from each cutout) for shipment as described in step
12.5.
12.4.2 Stratified Samples within Cutouts —Use this
sampling strategy to evaluate for the presence of spatial
variations or gradients that occur with changes in pile
depth or distance from the windrow core to its surface.
12.5 Prepare for Shipment and Storage:
12.5.1 Transfer the blended compost to three 4-L (I -
gal) sample bags, (e.g., plastic Ziploc® freezer bags).
12.5.2 Line the shipment pail with aluminum foil or
other reflective material to minimize sample heat -gain.
Place the sample bags containing the compost sample
into the plastic pail and interleave with ice packs for
shipping (refer to Fig 02.01-133).
12.5.3 Cover the pail with its lid. Seal and secure the
lid with a packing tape. Send the sample pail by one -
day express delivery service to your selected laboratory
for analysis. Include a chain of custody information
sheet with environmental regulatory samples (Refer to
Method 02.01-E).
NOTE 313—Maintain cool samples at 4°C (39.2°F) to diminish
microbial and chemical activity prior to and during sample
shipment.
Foil lined plastic p
Three 4-L sample
Two 4-L ice packs
Foil lined shippinE
Fig 02.01-133 Preparation for shipment.
August 27, 2001
02.01-15

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
Regional Compost Facility
I
I

State of North Carolina
Department of Environment and Natural Resources
M Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 11-13
Please use the following instructions 'as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website at:
http //portal.ncdenr.or /w,g eb/wq/aps/lau
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-13, FORM: DCAR 11-13, or FORM: SDR 11-13).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-13):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-13) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
_ ❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
i Residuals Land Application Permits".
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item 1. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
' the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
i ® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all.sampling and monitoring must be completed on the residuals -as
_! they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
i ❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
1
INSTRUCTIONS FOR FORM: RSC 11-13 Page 1 of 1

I
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
i Division o� Water Resources RESIDUALS SOURCE CERTIFICATION
`
FORM: RSC 11-13
I. - RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: CITY OF HICKORY REGIONAL COMPOST FACILITY
2. Facility permit holder is: Federal, Q State, 0 Local Government, or El Private.
Facility permit issued by: Div. of Water Resources, a 9: Div. of Environmental Health,
or "'' Other (explains ).
3. Facility contact person and title: WAYNE CARROLL, PROJECT MANAGER - ORC
Complete mailing address: 3200 20' AVENUE SE
City: NEWTON State: NC Zip: 28658
Telephone number: (U8j 465-1401 E-mail address: donald.carrollnveolia.com
4. Facility physical address: 3200 201 AVENUE SE
City: NEWTON State: NC Zip: 28658 2-,
Coordinates: Latitude: 035' 41' 19.8" Longitude: 081' 15' 54.7"
Datum fP Level of accuracy: Im
Method of measurement: ARCVIEW - GIS
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages % industrial and , ^. % domestic)
other (explain: TREATMENT OF BIOSOLIDS PROCESSES/ TREATS RESIDUALS TO CLASS A COMPOST).
6. Does the facility have an approved pretreatment program: Yes El No
7. Facility permitted/design flow: 20 DT/T and facility average daily flow: 10.14 DT/D
8. Average amount of residuals being heated at this facility 5200 drytons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Ashbrook-Simon-Hartley (A-S-H) Tunnel Reactor Technology, 20 DT/D
Type and volume of residuals storage (i.e., outside of residuals treatment units): Concrete Tanks, 190,000 Gal.
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part503 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.1102(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 11-13 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: 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: Ej 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, ignitability, and reactivity:
Laboratory: PACE ANALYTICAL and Date of analysis: 04-14-2014
Passed corrosivity test: 0 yes Ej no. pH: sm. (2 < pH < 12.5)
Passed ignitability test: N yes .no. Flashpoint: >200 OF (>.140°F)
Passed reactivity test: M yes Do. HCN: ND mg/kg (<250) & H2S: ND mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
Arsenic
5.0
ND
Hexachlorobenzene
0.13
ND
Barium
100.0
ND
Hexachloro-1,3-Butadiene
0.5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
ND
Lead
5.0
ND
Carbon Tetrachloride
0.5
ND
Lindane
0.4
ND
Chlordane
0.03
ND
Mercury
0.2
.00034
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
ND
Nitrobenzene
2.0
ND
m-Cresol
200.0
-
Pentachlorophenol
100.0
ND
o-Cresol
200.0
ND
Pyridine
5.0
ND
p-Cresol
200.0
ND
Selenium
1.0
ND
Cresol
200.0
-
Silver
5.0
ND
2,4-D
10.0
ND
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
ND
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
ND
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
ND
FORM: RSC 11-13
Page 2 of 5

4. 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: PACE ANALYTICAL and Date of analysis: 05-12-2014
Results Reported on a wet -weight basis: 71.1% solids, 28.9% moisture
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
ND
Cadmium
85
39
0.28
Copper
4,300
1,500
89.5
Lead
840
300
10.4
Mercury
57
17
0.17
Molybdenum
75
n/a
2.3
Nickel
420
420
5.0
Selenium
100
100
1.4
Zinc
7,500
2,800
486
b. For Surface Disposal Unit (landFll): Fill in the following table with the results of the latest analyses (i.e., on a dryweight
basis) for the following metal parameters:
Laboratory__ and Date of analysis: t?
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
> 0 but < 25
30
200
210
> 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

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 42.6 %.
b. Fill in the following fable with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: PACE ANALYTICAL and Date of analysis: 04-14-2014
Parameter
Result
(mg/kg)
Aluminum
5750
Ammonia -Nitrogen
862
Calcium
4730
Magnesium
789
Nitrate -Nitrite Nitrogen
ND
pH (Standard Unit)
8.7
Phosphorus
3350
Potassium
839 _
Sodium
ND
Total Kjeldahl Nitrogen
12800
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0
[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 E1 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: N/A
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 (11) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
5990
Injection/Incorporation
5990
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: N/A
FORM: RSC 11-13 Page 4 of 5

7. Pathoaen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent.
JZ'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.I 106(b)(3)(B)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Hehninth Ova.
Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 13. heat drying, _3 heat treatment,
. MW thermophilic aerobic digestion, El beta ray irradiation,
gamma ray irradiation, or Q pasteurization.
b. For Land Application of Class B:
Q 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, EJ 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. 1 106(a)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, 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.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T. 1 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
Alternative 4 [15A NCAC 02T. 1 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T. 1 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1 107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
=i 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 5 of 5

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: City of Hickory
Status e
Code
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current
Proposed
R
City of Hickory
Northeast WWTP
Catawba
NCO020401
-
-
R
City of Hickory
Henry Fork WWTP
Catawba
NCO040797
-
-
R
City of Hickory
Catawba WWTP
Catawba
NCO025542
-
-
R
City of Conover
Southwest WWTP
Catawba
NCO024261
-
-
R
City of Conover
Northeast WWTP
Catawba
NCO024252
-
-
R
City of Conover
Southeast WWTP
Catawba
NCO024279
-
-
R
Town of Maiden
Maiden WWTP
Catawba
NCO039594
-
-
R
Town of Claremont
North WWTP
Catawba
NCO032662
-
-
R
Town of Claremont
McLin WWTP
Catawba
NCO081370
-
-
R
City of Newton
Clarks Creek WWTP
Catawba
NCO036196
-
-
R
Catawba County
Domestic Septage
Catawba
N/A
-
-
R
City of Hickory
Hickory Regional Compost
Catawba
WQ0004563
5200
5200
a 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 (Le, not applicable to new facility).
SUMMARY FOR FORM: RSC 11-13 Page 1

Applicant's name: City of Hickm
Facility Permit Holder
Facility Name
County
Permit Number
Permitted Design Flow (MGD)
Residuals Generated (DT/Y)
Maximum
Average
Average
City of Hickory
Northeast WWTP
Catawba
NC0020401
6
2.6
1022
City of Hickory
Henry Fork WWTP
Catawba
NC0040797
9
2.3
1134
City of Hickory
Catawba WWTP
Catawba
NC0025542
0.225
0.107
4.4
City of Conover
Southwest WWTP
Catawba
NC0024261
0.100
Out of Service
-
City of Conover
Northeast WWTP
Catawba
NC0024252
1.5
0.696
173
City of Conover
Southeast WWTP
Catawba
NC0024279
0.600
Out of Service
-
Town of Maiden
Maiden WWTP
Catawba
NC0039594
1
0.300
49.5
Town of Claremont
North WWTP
Catawba
NC0032662
.100.
0.069
34.4 (total Claremont)
Town of Claremont
McLin WWTP
Catawba
NC0081370
.300
0.142
34.4 (total Claremont)
City of Newton
Clarks Creek WWTP
Catawba
NC0036196
5
2.0
162
Catawba County
Domestic Septage
Catawba
N/A
-
-
0.23

EXECUTIVE SUMMARY

As required under the authority of Section 405 (d) of the Clean Water Act (CWA), as
amended by U.S. EPA and promulgated at Title 40 CFR Part 503, please find herewith
the Monitoring, Record practices and Reporting practices and procedures in place for the
beneficial use of sewage sludge applied to land as finished compost at the Regional
Compost Facility (RCF) in Hickory, North Carolina.
The RCF is a twenty dry ton per day (20.0 DT/dy) in -vessel composting facility using the
Ashbrook-Simon-Hartly (A-S-H) Tunnel Reactor Technology. Three local governments,
comprised of the Cities of Hickory, Conover, and Catawba County, North Carolina, own
the RCF. These three local governments formed a Sludge Consortium to provide
centralized facilities for the management and disposal of their combined municipal
wastewater biosolids. Class A wastewater residuals are processed at the RCF and
distributed in full compliance and accordance with the provisions and requirements set
forth by Permit No. WQ0004563.
The RCF is built on a 15-acre site in Hickory at an equidistant location for all Consortium
members. The RCF is comprised of biosolids liquid storage, dewatering, in -vessel
composting, aerated curing and maturation, product storage, odor control, and
pretreatment effluent facilities. The biosolids are prepared for beneficial use as finished
compost, analyzed, classified, marketed, and distributed in bulk to a variety of land
applications. The pretreated effluent is discharged to the City of Hickory Henry Fork's
Wastewater Treatment Plant; permit number NC0040797, for final disposal.
6 The Sludge Consortium (Owner) entered into an agreement with Veolia Water North
America Operating Services (VWNAOS), to provide full contract operations,
' maintenance, and management (OM&M) services at the RCF. Therefore, VWNAOS
submits this annual report to provide all available information and data for 2012 in
accordance with and to demonstrate compliance with Permit No.WQ0004563 and the 40
' CFR Part 503 reporting in Subpart 503.18 for land application. Included herein, is a
report'of the biosolids that was processed in 2013 and a description of the alternatives
selected for compliance with the Pathogen Reduction and Vector Attraction Reduction
requirements. A certification statement is also provided for this Annual Report.
As a Class A Sludge Management Facility, the RCF prepares a Class A `exceptional
quality' biosolids compost product, in compliance with the requirements in 40 CFR Part
503 as documented herein. This annual report provides the required general information
as well as specific information on the amount of biosolids that was processed; composted
biosolids use and disposal practices; generators and preparers of the biosolids as
owner/operator of the biosolids management facilities; description of selected alternative
' for pathogen reduction requirements; description of selected alternative for vector
attraction reduction requirements; process monitoring and record keeping procedures; and
listing of all relevant environmental permits.

We are pleased to report that the RCF achieved compliance with the general conditions
and performance standards of the NC DENR/DWQ Permit, as well as its O&M
` requirements and the pollutant limits in Tables 1 and 3 of Subpart 503.13; the pathogen
I reduction requirements in Subpart 503.33(b)(5). Compliance with the frequency of
monitoring, record keeping, and reporting of these standards have been in place since the
RCF was placed into service on January 3, 1995.
Compliance with these standards in 40 CFR Part 503 for the pollutant. limits, operation
Istandards for pathogen density reduction and vector attraction reduction, general
requirements, and management practices was demonstrated and documented by the
Monthly Operations Summary Reports for 2013, provided herein as Exhibit 6.
The Regional Compost Facility is certified for Field Certification for Temperature and
pH. The North Carolina State Laboratory Certification has approved these parameters.
The Lab Certificate Number: 5466.
Lab Code: NC01797
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I. GENERAL INFORMATION
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Facility, Name, Mailing Address and Location
Regional Compost Facility (RCF)
3200 20th Avenue, S.E.
Newton, North Carolina 28658
The Regional Compost Facility is a Class A Sludge Management Facility as defined in 40
CFR Part 503.9(c). This facility currently employs one method of biosolids management
that requires compliance with 40 CFR Part 503 requirements. The primary method of
sewage sludge disposal is its beneficial use at the on -site dewatering and in -vessel
composting facility, which prepares the wastewater residuals for land application.
Generators / Pre -parer of Biosolids
The Sludge Consortium, is comprised of three local governments, generates biosolids
during the treatment of domestic sewage at their publicly owned treatment works and
prepares materials (dewatered cake and finished compost) from biosolids. The RCF is
owned by the Sludge Consortium, which members include the City of Hickory, the .City
of Conover and Catawba County, North Carolina. In January of 1995 the Consortium
entered into an agreement for operations, maintenance, and management (OM&M)
services of its RCF with Professional Services Group, Inc. (PSG) currently named Veolia
Water North America Operating Services (VWNAOS). Contract services were renewed
on February 20, 2007, March 5, 2002, and October 4, 2011, respectfully.
Consortium Ownership:
Owner / Generator:
2013
City of Hickory - 66.0%
City of Conover - 15.5%
Catawba County - 18.5 %
City of Hickory
Attn: Mr. Kevin Greer P.E.
Asst. Public Services Director
P.O. Box 398
Hickory, NC 28603-0398
Tel. # (828) 323 - 7427
E-Mail - k rg eerna,hickpMc.gov
Operator / Preparer: Veolia Water North America Operating Services
Attn: Wayne Carroll, Project Manager
Regional Compost Facility
3200 20th Avenue, S.E.
Newton, NC 28658
Tel. # (828) 465 - 1401
E-Mail — [e-mail]
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Environmental Permits
Regional Compost Facility:
NC DENR Distribution of Residuals Solids (503) Permit: No: W00004563
City of Hickory Industrial Pretreatment Permit No: 0050
NC DENR Storm Water Discharges General Permit No: NCG110034
II. BIOSOLIDS PROCESSED AND DISTRIBUTED
A. Biosolids Processed
The amount of biosolids received and processed for beneficial use and disposal at the
RCF during the 2013 annual reporting period was 2,363 metric dry tons (MDT). A
computerized biosolids dewatering report, in the Operations Summary, Exhibit 6, page 7,
for the belt filter press (BFP) and/or centrifuge operations at the RCF will support
documentation and information for the following computation of the actual MDT of
biosolids prepared for use and disposal in 2013.
2013 Operations — 2,363 MDT
1. Dry short tons of biosolids loaded to the belt filter presses and/or centrifuge:
Dry short tons = totalized centrifuge/belt press load (DT) from 01/01/13 - 12/31/13.
= 2,611 DT
2. Dry short tons of biosolids captured by the belt filter presses and/or centrifuge:
Dry short tons = totalized centrifuge/belt press load (DT) x avg . solids capture (%)
= 2,611 x 0.9978
= 2,605 DT
3. Metric dry tons of biosolids processed for beneficial use:
Metric dry tons = total centrifuge/belt press captured dry short tons (DT) x conversion factor
= 2,605 x 0.907
2,363 MDT
B. Biosolids Compost Produced and Distributed
The amount of biosolids produced and distributed for beneficial use and disposal at the
RCF during the 2013 annual reporting period was 3,216 metric dry tons (MDT). A
computerized biosolids Marketing and Distribution report, in The Operations Summary,
Exhibit 6 page 14, for the Product Marketing and Distribution activities at the RCF will
support documentation and information for the following computation of the actual MDT
of biosolids produced and distributed for use as compost in 2013.
2013 Distribution — 3,216 MDT
1. Dry short tons of biosolids compost produced and marketed
Dry short tons = total discharged material (DT) from 01/01/13 - 12/31/13.
= 3,546 DT
2. Metric dry tons of biosolids compost produced for beneficial use:
Metric dry tons = total production of dry short tons (DT) x conversion factor
= 3,546 x 0.907
= 3,216 MDT

The determination of the dry short tons of biosolids received and loaded to the belt filter
presses and/or centrifuge are shown in a computerized RCF Operations Summary report
as Exhibit 6 .page 7. This biosolids loading has been determined by monitoring the
number of belt filter presses and/or centrifuge in service (1 or 2), the actual run time
hours each 24 hour operating day, direct flow metering of the volumetric rate of sludge
feed (gallons per day - GPD), and gravimetrically analyzing the time -composite sample of
feed sludge for total solids (% TS) using Standard Methods Part 2540 G., (APHA, 1992).
A composite of the feed solids, cake solids, and filtrate solids were obtained daily to
compute a materials balance around the belt filter presses and/or centrifuge to determine
solids capture (%). Since the RCF does not have a weigh belt on its sludge cake conveyor
belt, the generated amount of biosolids for in -vessel composting was determined by
performing a daily materials balance of the dewatering process. All of the dewatered
sludge cake was processed in the Tunnel Reactor in -vessel composting facility. Thus, all
biosolids loaded and captured at the BFP and/or Centrifuge represents the biosolids
generation and processing basis for the Annual Report and the amount of biosolids
prepared as finished compost for land application in accordance with 40 CFR Part 503.
The determination of the dry short tons of biosolids compost produced and distributed is
also, shown in the computerized Operations Summary Report as Exhibit 6, page 14. The
dry tons are calculated by obtaining composite outfeed samples daily and using the total
solids and density data for calculation. The dry ton totals are obtained by using the
percent solids content of the wet mass weight. (Total dry tons = total yards of compost
produced x density x % solids content of the wet mass.)
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III. BIOSOLIDS USE & DISPOSAL PRACTICES
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The biosolids received at the Regional Compost Facility (RCF) were beneficially used at
the on -site dewatering and in -vessel composting facility. The biosolids management and
disposal practices are the beneficial use of sewage sludge via composting to produce a
high quality soil product which was sold and, or distributed in bulk for application to the
land in accordance with 40 CFR Part 503, Subpart B regulations.
As presented in the attached Site Plan and Process Schematic (Figures 1 and 2), the
biosolids processing train and management practices consists of receiving and storage of
liquid biosolids and wood amendments, mechanical belt filter presses and/or centrifuge
dewatering, in -vessel biosolids composting, outside curing and maturation product
storage, foul air scrubbing, and wastewater pretreatment. The RCF is a PFRP facility and
produces a Class A `exceptional quality' biosolids compost product.
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SUBPART B - LAND APPLICATION
IProcess Monitoring, Record Keeping, and Reporting Description
The Regional Compost Facility is substantially automated with numerous on-line and
continuous reading instruments (i.e. sludge flow meters, air flow meters, auger speeds) to
monitor the process and ensure that PFRP requirements are met. The various on-line
equipment and instrumentation were calibrated routinely by VWNAOS's electrical and
instrumentation staff and 'adjustments were made for calibration, if required. In
accordance with VWNAOS's standards for quality assurance/quality control (QA/QC),
precision and accuracy determinations were made to ensure that high quality reproducible
data is generated. The monitoring data from these devices were retrieved continuously by
,! a computer system, where data was archived and performance reports generated.
Daily and monthly operator log forms and computer reports document various operating
parameters required for demonstration of compliance with 40 CFR Part 503 Regulations.
These parameters include system amounts of biosolids, amendments, and compost; in -
vessel Tunnel Reactor; process and odor control system airflows, etc.
Analytical Results for Monitored Pollutants
VWNAOS analyzed the finished compost produced at the RCF for various pollutants
required and listed in Tables 1 and 3 of 40 CFR Part 503.13. We are pleased to report that
full compliance was achieved in 2013 with these limitations and the corresponding
classification of the finished compost as a Class A `exceptional quality' biosolids residual
product (Exhibit 2).
In accordance with Table 1 of 40 CFR Part 503.16, the frequency of monitoring,
composite sampling, and analysis of the composted biosolids for the pollutants listed in
Table 3 is bimonthly (6 times per year). This testing frequency was determined on the
basis of the projected 3,216 dry metric tons (DMT) of biosolids processed and applied to
the land as finished compost. We have also analyzed on a routine and as needed basis, the
essential nutrient, stability, and maturity, decomposition, and odor parameters of the
finished product to characterize its quality for various beneficial uses, prior to its
distribution. We have also closely tracked the end uses and distribution contours for the
finished compost product as represented as Exhibit 1.

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Flow Diagram/ Narrative
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VEOLIA WATER NORTH AMERICA
I-IICKORY REGIONAL COMPOST FACILITY
I
PROCESS FLOW SCHEMATIC
RECEIVING STATION
LIQUID RAW BIOSOLIDS AMENDMENT
u
1� rn
STORAGE
, SILO
TWO -STAGE
m
CHEMICALF
A
BIOSOLIDS/
SCRUBBERS
______ ;
AMENDMENT
BLENDER
AMENDED
CAKE
-------,
••'•
BELT FILTER PRESSES ••'• CENTRIFUGE
STORAGE
i
--------------------------------------
'•
-k---------- 0.7
iBIN
'
THREE -STAGE
CHEMICAL
r
SCRUBBERS o
I
N
MIXER
ASHBROOK-SIMON-HARTLEY
Mz
IN -VESSEL CO POSTING n
BUILDING AIR
----------r---------------;
------------------------------ i
A-S-H
---
�_ TUNNEL
COMPOST
REACTORS
--�
--
--'-�'--
I
COMPOST CURE PAD
FINISHED COMPOST
®AM
CATAWBA ORGRO
COMPOST PRODUCT

HICKORY REGIONAL
COMPOSTING FACILITY
The Regional Composting Facility.
in Hickory, North Carolina, is an'
in -vessel system designed for efficient,
environmentally -sound compost produc-
tion. The facility receives biosolids from
four municipal wastewater treatment
plants with a combined capacity of 20
MGD, plus county septage, and effectively
turns it into an earthy, beneficial soil .
conditioner suitable for landscaping and
horticultural applications.
THE COMPOSTING PROCESS .
Tanker trucks transport liquid
biosolids and treated septage to a receiving
station at the composting facility site.
These loadings are mixed together at the
plant, blended with wood amendments and
then dewatered with belt filter presses.
Additional amendment is combined with
the dewatered mixture to add porosity and
provide a carbon food source for the
working microorganisms.
The mixture is then loaded into one of
the facility's four composting reactors.
These Tunnel Reactors provide a
carefully controlled environment in which
the beneficial microorganisms rapidly
convert the biosolids into compost. Each
reactor is divided into seven separate
zones where air flow, temperature and
moisture can be regulated individually.
The biosolids remain in the reactors
for approximately 30 days, depending
upon loading rates. Upon leaving the
reactors, the compost is then transported
to an off -site curing pad where it is placed
in windrows and cured for 14 to 30 days.
BENEFITS
The Regional Composting Facility is .
providing the beneficial utilization of a
necessary byproduct of municipal waste-
water treatment. Compost produced at the
plant is being used commercially as well as
by the participating local governments.
SIMPLIFIED PROCESS FLOW SCHEMATIC
LIQUID RAW BIOSOLIDS RECEIVING STATION
AMENDMENT
E STORAGE
Ilu`-, j LJ LJ � sao
�o
TWO -STAGE y
CHEMICAL BIOSOLIDS/
SCRUBBERS - $ AMENDMENT
BLENDER
AMENDED _- ��••,
CAKE ; BELT FILTER PRESSES CENTRIFUGE
STORAGE
BINL------------------------� ------►--
3
1
REE-S'
THTAGE �
CHEMICAL
SCRUBBERS i p
iq
MIXER '
ASHBROOK-SIMON-HARTLEY o
UILO/NGAIR z �B
IN -VESSEL COMPOSTING i 2
i
�-----------i-------�------------
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1 1 1 1 y
A-S-H i
TUNNEL ;
COMPOST
REACTORS
t iOn
=-i-' --- �----
-- --- _------ -------
IYour water and wastewater partner
COMPOST CURE PAD FINISHED COMPOST CATAWBA ORGRO
COMPOST PRODUCT
Professional Services Group, Inc.
14950 Heathrow Forest Parkway, Suite 200
Houston, Texas 77032
[phone] FAX [phone]
Professional Services Group, Inc.
3200 20th Ave. S.E.
Newton, NC 28658
[phone] FAX [phone]

Quantitative Justification for Residuals Production
Regional Compost Facility

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY
BIOSOLIDS SUMMARY
Year
Total
Gallons
Average
Gallons
Total Tons
Per Year
Average Tons
Per Month
Average Tons
Per Da
AverageTotal
% Solids
1995
15,918,700
1,326,558
2,320.26
193.36
9.63
3.43%
1996
16,398,000
1,366,500
2,133.16
177.76
8.66
3.16%
1997
19,250,600
1,604,217
2,706.97
225.58
10.57
3.40%
1998
21,538,500
1,794,875
2,909.76
242.48
11.40
3.30%
1999
21,396,500
1,783,042
3,152.58
262.72
12.44
3.53%
2000
21,720,000
1,810,000
3,168.84
264.09
12.61
3.50%
2001
19,336,500
1,611,375
2,833.38
236.12
11.28
3.50%
2002
17,373,000
1,447,750
2,325.38
193.78
9.26
3.24%
2003
17,127,698
1,427,308
2,421.80
201.82
9.70
3.42%
2004
18,969,000
1,580,750
2,582.70
215.20
10.31
3.27%
2005
20,877,000
1,739,750
3,110.38
259.20
12.43
3.59%
2006
24,217,500
2,018,125
3,410.88
284.24
13.62
3.35%
2007
22,634,500
1,886,208
3,037.26
253.11
12.20
3.20%,
2008
19,777,350
1,648,113
3,154.68
262.89
12.63
3.86%
2009
16,695,500
1,391,292
2,716.68
226.39
10.89
3.92%
2010
17,534,000
1,461,167
2,788.68
232.39
10.90
3.87%
2011
16,091,250
1,340,938
2,614.39
217.87
10.28
3.95%
2012
16,967,500
1,413,958
2,354.91
196.24
9.34
3.32%
2013
15, 526, 500
1,293,875
2,446.85
203.90
9.67
3.81 %
2014
8,087,000
1,347,833
1,266.00
211.00
10.12
3.79%
CONSORTIUM
Total Tons Tons Total
Gallons Per Month Per Da % Solids
1,340,000
209.01
9.95
3.75%
January
Febuary
1,235,000
192.79
9.64
3.74%
March
1,513,500
221.26
10.54
3.52%
April
1,354,500
219.62
10.46
3.91%
May
1,337,500
211.81
10.09
3.82%
June
1,306,500
211.52
10.07
3.97%
July
August
September
October
November
December
Average r 1347,833 x..y:211•00,4.'•.'{ .1012
3.79%
Total 8,087,000 1,266.00
'Project Total• 367,436 598 ' 53 455.54 n"

Average Gallons
Received Monthly
2.50 - I'V i;
2.00 r fN -1
U)
�2'
4.i
0 .
1.50,f. ;i-g - 5;'
;1 -V
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A
0
V
1.00-/ ;�l' 11f, M1141 3411! MINI
Re W
w
f
N
�iM p 44!
J 'a z�
Rl "T
0.50- jq� 'q �'p�, gj�
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W
-It", -'S
'111FE
'4,
w
0.00
p L
-
1 95 96 97 98 99 00 � 01 02 03 04 05 06 07 08 09 10 11 12 13 14
113 Million Gallons 11.331 1 m3711.6011.7911.7811.8111.61 1.45 1.43 1.58 1.74 2.02 1.89 1.65 1.39 1.46 1.34 1.41 1.29 1.35
CONSORTIUM
Average Tons
Received Monthly
300
250
A
200- iw
Y1
R IN
Z
Tons 150--z
100-kl lie
50-
&I
0
95
96
97
98
99
00
01 02
1 03 04
05
06
07
08
09
10 11
12 13 14
Tons
193
178
26
242
263
264
236 194
1202 215
259
284
1253
263,
226
232 218
196204 211
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VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
THE CITY OF HICKORY
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
2,017
168.0
13,110,500
1,092,542
1,848.87
154.07
7.70
3.48
1996
2,313
193.0
15,034,500
1,252,875
1,938.12
161.51
7.88
3.15
1997
2,593
216.0
16,854,500
1,404,542
2,411.52
200.96
9.56
3.28
1998
2,811
235.0
18,271,500
1,522,625
2,538.29
211.52
10.00
3.37
1999
2,788
232.0
18,122,000
1,510,167
2,599.19
216.60
10.29
3.56
2000
2,808
234.0
18,252,000
1,521,000
2,663.69
221.97
10.60
3.49
2001
2,590
215.8
16,835,000
1,402,917
2,479.50
206.63
9.87
3.53
2002
2,301
191.8
14,956,000
1,246,333
2,001.40
167.03
7.99
3.27
2003
2,300
191.7
15,018,500
1,245,833
2,093.47
173.84
8.36
3.39
2004
2,531
210.9
16,542,500
1,378,542
2,283.92
190.33
9.07
3.34
2005
2,633
219.4
17,114,500
1,426,208
2,617.30
218.11
10.45
3.70
2006
3,096
258.0
20,299,500
1,691,625
2,809.10
234.09
11.20
3.30
2007
2,924
243.7
19,006,000
1,583,833
2,560.99
213.42
10.29
3.23
2008
2,517
209.8
16,536,000
1,378,000
2,688.67
224.06
10.76
3.96
2009
2,107
175.6
13,695, 500
1,141,292,
2,283.38
190.28
9.15
4.03
2010
2,191
182.6
14,241,500
1,186,792
2,328.47
194.04
9.08
3.97
2011
1,977
164.8
12,797,150
1,066,429
2,163.98
180.33
8.49
4.11
2012
2,188
182.3
13,896,500
1,158,042
1,970.08
164.17
7.82
3.40
2013
1,946
162.2
12,634,000
1,052,833
2,083.56
173.63
8.23
3.98
2014
973
162.2
6,306,500
1,051,083
1,045.94
174.32
8.36
4.00
TOTAL"S
47.604 309524150.
THE CITY OF HICKORY
TOTAL TONS PER AVERAGE AVERAGE
Trucks Gallons Month Tons/Da % TS
7MAon
170
1,105,000
175.5
8.36
3.81
154
1,001,000
158.4
7.91
3.78
arc
169
1,080,500
172.4
8.21
3.83
April
170
1,105,000
187.6
8.93
4.09
May
155
1,007,500
173.1
8.24
4.15
June
155
1,007,500
178.9
8.52
4.33
July
August
September
October
November
December
TOTAL 973 6,306;600 1045;9
AVERAGE • 162 1,051083 ."`. 174.3 °"8.36:'...

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VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
CONOVER
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995.
264
22.0
1,664,000
138,667
242.60
20.22
1.01
3.48
1996
159
13.3
956,000
79,667
162.13
13.51
0.66
4.02
1997
224
19.0
1,376,500
114,708
218.67
18.22
0.87
3.78
1998
187
16.0
1,131,400
94,283
176.33
14.69
0.69
3.80
1999
206
.17.0
1,254,000
104,500
199.10
16.59
0.79
3.82
2000
211
17.6
1,266,000
105,500
203.04
16.92
0.81
3.82
2001
248
20.7
1,488,000
124,000
212.15
17.68
0.85
3.44
2002
262
21.8
1,572,000
131,000
231.59
19.30
0.92
3.62
2003
240
20.0
1,440,000
120,000
259.22
21.60
1.04
4.33
2004
294
24.5
1,764,000
147,000
244.20
20.35
0.98
3.39
2005
400
33.3
2,400,000
200,000
395.93
32.99
1.54
3.96
2006
362
30.2.
2,172,000
181,000
462.35
38.53
1.92
5.20
2007
278
23.2
1,668,000
139,000
361.35
30.11
1.44
5.02
2008
293
24.4
1,758,000
146,500
362.40
30.20
1.45
4.98
2009
284
23.7
1,704,000
142,000
385.34
29.86
1.39
5.00
2010
293
24.4
1,758,000
146,500
371.37
30.95
1.44
5.04
2011
298
24.8
1,788,000
149,000
359.06
29.92
1.42
4.89
2012
265
22.1
1,590,000
132,500
290.77
24.23
1.16
4.32
2013
265
22.1
1,592,000
132,667
283.78
23.65
1.12
4.25
2014
159
26.5
954,000
159,000
1 176.85
29.48
1.41
4 44
sAVG .: 260 .. 22 3 r
134 375 ' 23 95 - 1.15
TOTALS'` . ;192 .
I THE CITY OF CONOVER -Total
� � TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Da % TS
January
26
156,000
29.60
1.41
4.66
February
24
144,000
28.43
1.42
4.67
March
30
180,000
35.75
1.70
4.65
April
23
138,000
26.65
1.27
4.65
May
30
180,000
30.18
1.44
4.00
June
26
156,000
26.25
1.25
4.00
July
August
September
October
November
December
TOTAL 1�59 a 954000 '176:8539 E �° - 5:
AVERAGE ' '... 27 159000 2948 1.41 <-;. 4.44 =`.

I
1
1
VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
CATAWBA COUNTY
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
0
0
0
0
0.00
0.00
0.00
1996
77
6
407,500
33,958
33.00
2.75
0.14
1.75
1997
172
14
1,015,100
84,592
76.79
6.40
0.30
1.64
1998
355
30
870,600
72,550
68.34
5.70
0.27
1.99
1999
242
20
591,000
49,250
67.30
5.61
0.26
2.69
2000
219
18
668,000
55,667
65.33
5.44
0.26
2.43
2001
302
25
910,000
75,833
118.01
9.83
0.47
3.39
2002
276
23
844,500
70,375
89.44
7.45
0.35
2.81
2003
235
20
630,231
58,228
53.17
5.05
0.25
2.13
2004
254
21
662,500
55,208
51.65
4.30
0.26
2.19
2005
652
54
1,362,500
113,542
97.34
8.11
0.39
1.70
2006
872
73
1,600,200
133,350.
122.38
10.20
0.49
1.72
2007
693
58
1,964,500
163,708
115.16
9.60
0.47
1.38
2008
617
51
1,471,350
122,613
103.02
8.59
0.41
1.81
2009
414
35
1,296,000
108,000
74.73
6.23
0.30
1.42
2010
267
22
1,534,500
127,875
89.06
7.42
0.34
1.38
2011
478
23
1,506,100
125,508
91.36
7.61
0.36
1.46
2012
269
22
1,481,000
123,417
94.06
7.84
0.37
1.53
2013
230
19
1,302,500
108,542
79.40
6.62
0.32
1.62
2014
1 141
24
1 826,500
137,750
43.21
7.20
0.35
1.31
TOTALS 6;765 ; ., ..:. _, 20,944,581... 1,532.75 :.71
CATAWBA COUNTY
TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Da % TS
January
14
79,000
3.92
0.19
1.43
February
16
90,000
5.93
0.30
1.47
March
41
253,000
13.08
0.62
1.35
April
19
111,500
5.36
0.26
1.18
May
26
150,000
8.53
0.41
1.28
June
25
143,000
6.39
0.30
1.12
July
August
September
October
November
December
TOTAL.-'- ; ..: 141 . - .. 826,500 . , 43.21
AVERAGE 24` 137;750 " 7120 0.35 1.31.'
I

CATAWBA COUNTY

1
d
VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
CATAWBA COUNTY SEPTAGE
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
0
0
0
0
0.00
0.00
0.00
1996
18
2
41,700
3,475
2.41
0.20
0.01
1.09
1997
12
1
29,300
2,442
2.06
0.17
0.01
1.59
1998
2
0
5,000
417
0.29
0.02
0.001
1.40
1999
1
1
2,000
167
0.18
0.02
0.00
2.10
2000
0
0
0
0
0.00
0.00
0.00
2001
0
0
0
0
0.00
0.00
0.00
2002
0
0
0
0
0.00
0.00
0.00
2003
9
1
26,698
2,225
1.96
0.16
0.01
1.37
2004
0
0
0
0
0.00
0.00
0.00
2005
0
0
0
0
0.00
0.00
0.00
2006
0
0
0
0
0.00
0.00
0.00
2007
0
0
0
0
0.00
0.00
0.00
2008
0
0
0
0
0.00
0.00
0.00
2009
3
0
7,500
625
0.21
0.02
0.001
0.56
2010
2
0
6,000
500
0.30
0.03
0.002
1.39
2011
0
0
0
0
0.00
0.00
0.000
2012
1
0
3,000
250
0.22
0.02
0.001
1.73
2013
5
0
11,500
958
0.39
0.03
0.002
0.83
2014
0
0.00
0
0
0.00
0.00
0.000
#DIV/0!
CATAWBA COUNTY SEPTAGE

Average Gallons
Per Month
3,500
3, 000
2,500
c 2,000
O
1,500
1,000
500
0Ox .:�r".-f:0a..te.
95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
MGallons 0 3,4752,442 417 167 0 0 0 2,225 0 0 0 0 0 625 500 0 250 958 0
CATAWBA COUNTY SEPTAGE
Average Tons
Per Month
0.20
0.20
MENEEMEMENEENEEMEN
0.18
0.16
11
IEEE
MENEEMENEEN
0.14
0.12
c 0.10
NJ
11
~
0.08
NJ
11
IMMEMEJ
IMMEMEMEN
0.06
-INEENNI
INEEMENNEENE
0.04
0.02FA
9
UP
0.00.
--
95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14

I
TCLP RESULTS
Regional Compost Facility
1
I

I
aceAnalytical
www.pacelabs.rxxn
ANALYTICAL RESULTS
Project: APRIL FECAL
Pace Project No.: 92197294
Pace Analytical Services, Inc.
98001GnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: NITRATE & METALS Lab ID: 92197294002 Collected: 04/14/14 08:15 Received: 04/14/14 15:19 Matrix: Solid
Results reported on a "wet -weight" basis -
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3050
Aluminum
5750 mg/kg
7.9
1
04/2411413:06
04/25/1412:28 7429-90-5
Arsenic
ND mg/kg
0.79
1
04/24/14 13:05
04/25/1412:28 7440-38-2
Cadmium
0.35 mg/kg
0.079
1
04/24/14 13:05
04/25/1412:28 7440-43-9
Calcium
4730 mg/kg
7.9
1
04/24/14 13:05
.04/25/1412:28 1440-70-2
Copper
103 mg/kg
0.40
1
04/24/14 13:05
04/2511412:28 7440-50-8
Lead
9.2 mg/kg
0.40
1
04/24/14 13:05
04/25/14 12:28 7439-92-1
Magnesium
789 mg/kg
7.9
1
04/24/14 13:05
04/25/1412:28 7439-95-4
Molybdenum
0.83 mg/kg
0.40
1
04/24/14 13:05
04/25/1412:28 7439-98-7
Nickel
4.3 mg/kg
0.40
1
04/24/14 13:05
04/25/1412:28 7440-02-0
Potassium
839 mg/kg
397
1
04/24/14 13:05
04/25/14 12:28 7440-09-7
Selenium
1.1 mg/kg
0.79
1
04/2411413:05
04/25/1412:28 7782-49-2
Sodium
ND mg/kg
397
1
04/24/14 13:05
04/25/1412:28 7440-23-5
Zinc
440 mg/kg
0.79
1
04/24/14 13:05
04/25/1412:28 7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Mercury
0.067 mg/kg 0.0048
1
04/29/1417:30
04/29/14 20:13 7439-97-6
9045 pH Soil
Analytical Method: EPA 9045
pH at 25 Degrees C
8.7 Std. Units
0.10
1
04/24/14 16:07
Plant Available Nitrogen
Analytical Method: 40CFR PART432.2
Plant Available Nitrogen
3840 mg/kg
1.0
1
05/02/14 16:06
Total Nitrogen Calculation
Analytical Method: 40CFR PART 432.2
Nitrogen
12800 mg/kg
40.0
1
05/02/1416:04 7727-37-9
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
862 mg/kg
10.0
1
04/24/14 15:39 7664-41-7
361.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
v
Nitrogen, Kjeldahl, Total
12800 mg/kg
500
10
05/02/14 11:31 7727-37-9
353.2 Nitrogen, NO2IN03
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/kg
2.0
1
04/22/14 22:52
t
Nitrogen, Nitrite
1.1 mg/kg
0.98
1
04/22/14 22:52
Nitrogen, NO2 plus NO3
ND mg/kg
2.0
1
04/22/14 22:52
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
3350 mg/kg
104
25
04/20/14 11:47 7723-14-0
[l
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/02/2014 04:07 PM without the written consent of Pace Analytical Services, Inc..
M6, R1
N2
M1
M6
Page 5 of 18

Pace Analytical Services, Inc.
®
aceAnalytical
8800Hunter Suite v Ile, NC28078
www.pacelabs.com
[phone]
ANALYTICAL RESULTS
Project: APRIL FECAL
r
Pace Project No.: 92197294
Sample: SOLIDS & MOISTURE
Lab ID: 92197294001 Collected: 04/14/14 08:15 Received:
04/14/14 15:19 Matrix: Solid
Results reported on a "wet -weight" basis
Parameters
Results Units Report Limit DF Prepared
Analyzed CAS No. Qual
-
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
57.4 % 0.10 1
04/21/14 17:46
254OG Total Percent Solids
Analytical Method: SM 254OG
Total Solids
42.6 % 0.000010 1
04/21/1413:40
1
I
,I
n
'
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
1
Date: 05/02/2014 04:07 PM
without the written consent of Pace Analytical Services, Inc..
Page 4 of 18

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
98001GnceyAve. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: COMPOST METALS JULY
Pace Project No.: 92200896
Sample: COMPOST METALS Lab ID: 92200896001 Collected: 05/12/14 08:41 Received: 05/12/14 17:40 Matrix: Solid
MOISTURE
Results reported on a "wet -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050
Arsenic
ND mg/kg
0.70
1
05/14/14 12:45
05/15/14 17:31
7440-38-2
Cadmium
0.28 mg/kg
0.070
1
05/14/14 12:45
05/15/14 17:31
7440-43-9
Copper
89.5 mg/kg
0.35
1
05/14/14 12:45
05/15/14 17:31
7440-50-8
Lead
10.4 mg/kg
0.35
1
05/14/14 12:45
05/15/14 17:31
7439-92-1
Molybdenum
2.3 mg/kg
0.35
1
05/14/14 12:45
05/15/14 17:31
7439-98-7
Nickel
6.0 mg/kg
0.35
1
05/14/14 12:45
05/15/14 17:31
7440-02-0
Selenium
1.4 mg/kg
0.70
1
05/14/14 12:45
05/15/14 17:31
7782-49-2
Zinc
486 mg/kg
0.70
1
05/14/14 12:45
05/15/14 17:31
7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method:
EPA 7471
Mercury
0.17 mg/kg
0.0091
2
05/13/14 18:40
05/15/14 21:41
7439-97-6
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
28.9 %
0.10
1
05/13/14 14:46
254OG Total Percent Solids
Analytical Method: SM 2540G
Total Solids
71.1 %
0.000010
1
05/13/14 10:20
r
1
IDate: 05/16/2014 04:47 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 11

I I
aceAnalytical
www.pacelbftcom
Project: TCLP Fecal TCLP
Pace Project No.: 92175749
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: TCLP Lab ID: 92175749001 Collected: 10/14/13 09:00 Received: 10/14/13 13:13 Matrix: Solid
Results reported on a "wet -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8270 MSSV TCLP Sep Funnel Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 10/17/13 14:35
2,4,6-Tdchlorophenol
ND ug/L
50.0
1
10/18/13 09:00
10/20/13 17:50
88-06-2
Surrogates
Nitrobenzene-d5 (S)
54 %
12-102
1
10/18/13 09:00
10/20/13 17:50
4165-60-0
2-Fluorobiphenyl (S)
55 %
13-107
1
10/18/13 09:00
10/20/13 17:50
321-60-8'
Terphenyl-d14 (8)
60 %
21-132
1
10/18/13 09:00
10/20/13 17:50
1718-51-0
Phenol-d6 (S)
34 %
10-110
1
10/18/13 09:00
10/20/13 17:50
13127-88-3
2-Fluorophenol (S)
38 %
10-110
1
10/18/13 09:00
10/20/13 17:50
367-12-4
2,4,6-Tdbromophenol (S)
79 %
27-108
1
10/18/13 09:00
10/20/13 17:50
118-79-6
8260 MSV TCLP
Analytical Method: EPA 8260
Benzene
ND ug/L
192
38.5
10/18/13 00:26
71-43-2
2-Butanone (MEK)
ND ug/L
385
38.5
10/18/13 00:26
78-93-3
Carbon tetrachloride
ND ug/L
192
38.5
10/18/13 00:26,
56-23-5
Chlorobenzene
ND ug/L
192
38.5
10/18/13 00:26
108-90-7
Chloroform
ND ug/L
192
38.5
10/18/13 00:26
67-66-3
ND ug/L
192
38.5
10/18/13 00:26
106-46-7
'1,4-Dichlorobenzene
1,2-Dichloroethane
ND ug/L
192
38.5
10/18/13 00:26
107-06-2
1,1-Dichloroethene
ND ug/L
192
38.5
10/18/13 00:26
75-35-4
Tetrachloroethene
ND ug/L
192
38.5
10/18/13 00:26
127-18-4
Trichloroethene
ND ug/L
192
38.5
10/18/13 00:26
79-01-6
Vinyl chloride
ND ug/L
192
38.5
10/18/13 00:26
75-01-4
Surrogates
1,2-Dichloroethane-d4 (S)
95 %
70-130
38.5
10/18/13 00:26
17060-07-0 1g
1
Toluene-d8 (S)
106 %
67-135
38.5
10/18/13 00:26
2037-26-5
4-Bromofluorobenzene (S)
94 %
70-130
38.5
10/18/13 00:26
460-00-4
Percent Moisture
Analytical Method: ASTM D2974
Percent Moisture
72.5 %
0.50
1
10/22/13 00:00
1010 Flashpoint,Closed Cup
Analytical Method: EPA 1010
-'
Flashpoint
>200 deg F
70.0
1
10/18/13 17:16
Reactive Sulfide
Analytical Method: SW-846 7.3.4.2
Sulfide, Reactive
ND mg/kg
100
1
10/18/13 15:30
I9045
pH Soil
Analytical Method: EPA 9045
pH at 25 Degrees C
7.1 Std. Units
0.10
1
10/16/13 13:10
'733C
S Reactive Cyanide
Analytical Method: SW-846 7.3.3.2
Cyanide, Reactive
ND mg/kg
0.050
1
10/18/1316:58
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /01 /2013 02:32 PM without the written consent of Pace Analytical Services, Inc.. Page 5 of 31

aceAnalytical
' www.pacelabs.com
Project: TCLP Fecal TCLP
Pace Project No.: 92175749,
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 WnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: ,TCLP Lab ID: 92175749001 Collected: 10/14/13 09:00 Received: 10/14/13 13:13 Matrix: Solid
Results reported on a "wet -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8081 GCS Pesticides, TCLP Analytical Method: EPA 8081 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 10/17/13 14:35
gamma-BHC (Lindane)
ND ug/L
0.50 1
10/18/13 09:40
10/18/13 22:34 58-89-9
Chlordane (Technical)
ND ug/L
3.0 1
10/18/13 09:40
10/18/13 22:34
57-74-9
Endrin
ND ug/L
0.50 1
10/18/13 09:40
10/18/13 22:34
72-20-8
Heptachlor epoxide
ND ug/L
0.50 1
10/18/13 09:40
10/18/13 22:34
1024-57-3
Methoxychlor
ND ug/L
1000 1
10/18/13 09:40
10/18/13 22:34
72-43-5
Toxaphene
ND ug/L
3.0 1
10/18/13 09:40
10/18/13 22:34
8001-35-2
Surrogates
(S)
37 %
10-138 1
10/18/13 09:40
10/18/13 22:34
2051-24-3
'Decachlorobiphenyl
Tetrachloro-m-xylene (S)
35 %
10-110 1
10/18/13 09:40
10/18/13 22:34
877-09-8
8151 Chlorinate Herbicide TCLP
Analytical Method: EPA 8151
Preparation Method: EPA 3510
2,4-D
ND mg/L
0.010 1
10/22/13 08:00
10/23/13 02:32
94-75-7
2,4,5-TP (Silvex)
ND mg/L
0.010 1
10/22/13 08:00
10/23/13 02:32
93-72-1
Surrogates
2,4-DCAA (S)
38 %
70-130 1
10/22/13 08:00
10/23/13 02:32
19719-28-9 S5
6010 MET ICP, TCLP
Analytical Method: EPA 6010
Preparation Method: EPA 3010
Leachate Method/Date: EPA 1311; 10/17/13 22:00
Arsenic
Barium
ND mg/L
ND mg/L
0.050 1
0.25 1
10/18/13 22:30
10/18/13 22:30
10/20/13 14:02
10/20/13 14:02
7440-38-2
7440-39-3
Cadmium
ND mg/L
0.0050 1
10/18/13 22:30
10/20/13 14:02
7440-43-9
Chromium
ND mg/L
0.025 1
10/18/13 22:30
10/20/13 14:02
7440-47-3
Lead
ND mg/L
0.025 1
10/18/13 22:30
10/20/13 14:02
7439-92-1
Selenium
ND mg/L
0.10 1
10/18/13 22:30
10/20/13 14:02
7782-49-2
Silver
ND mg/L
0.025 1
10/18/13 22:30
10/20/13 14:02
7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
1
Leachate Method/Date: EPA 1311; 10/17/13 22:00
Mercury
0.34 ug/L
0.20 1
10/18/13 20:30
10/19/13 12:07
7439-97-6
-
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 10/17/13 14:35
1,4-Dichlorobenzene
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
106.46-7
2,4-Dinitrotoluene
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
121-14-2
Hexachloro-1,3-butadiene
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
87-68-3
Hexachlorobenzene
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
118-74-1
Hexachloroethane
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
67-72-1
2-Methylphenol(o-Cresol)
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
95.48-7
3&4-Methylphenol(m&p Cresol)
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
Nitrobenzene
ND ug/L
50.0 1
10/18/13 09:00
10/2011317:50
98-95-3
Pentachlorophenol
ND ug/L
100 1
10/18/13 09:00
10/20/13 17:50
87-86-5
Pyridine
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
110-86-1
2,4,5-Trichlorophenol
ND ug/L
50.0 1
10/18/13 09:00
10/20/13 17:50
95-95-4
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /01 /2013 02:32 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 31

1
PAN CALCULATIONS
E'
1
I

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation & pH
gn4A
Date
1/13/2014
2/10/2014
3/10/2014
4/14/2014
5/12/2014
6/9/2014
TKN
18,600
12,800
16,800
Ammonia Nitrogen
2,160
862
4,680
Nitrate -Nitrite -Nitrogen
18.30
2.00
10.50
PAN In House Calculation
2,742
1,627
3,563
LaD Kesuns (bee tlelow Galculauons) d,U3U 3,tf4u 5,auu
Plant Available Nitrogen
Formula: In House Calculation
For surface appliction PAN =[MR ` (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
For sub -surface appliation PAN =[MR' (TKN - NH3-N)] + 10.5 « (NH3-N)] + [NO3-NO2-N]
Where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NO2-N = nitrate -nitrite -nitrogen
Sample Treat Process App. Method TKN Nitrates Ammonia PAN
Niimhar (:ale Facfnr r:alc Garfm nnm nnm nnm
2/10/2014
0.3
0.5
18,600
18.3
2,160
6,030
4/14/2014
0.3
0.5
12,800
2.0
862
4,014
6/9/2014
0.3
0.5
16,800
10.5
4,680
5,987
PAN = (Treatment Process factor ` (rKN-NH3)) + (Application Method factor ` NH3) + Nitrates
wee m nu 7n4A'
Actual Lab
Results
6,030
3,840
5,990
Date
1 1/30/2014
2/28/2014
3/31/2014
4/29/2014
5/29/2014
6/27/2014
H
7.95
1 8.17
1 8.16
1 7.81
1 7.59
1 7.44
H
7.97
1 8.19
1 8.19
1 7.83
1 7.61
1 7.46

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation & pH
2009
Date
1/12/2009
2/9/2009
3/9/2009
4/6/2009
5/11/2009
6/8/2009
7/13/2009
8/10/2009
9/14/2009
10/6/2009
11/12/2009
12/14/2009
TKN
13,700
9,440
23,600
13,000
13,900
12,800
Ammonia Nitrogen
2,410
1,100
2,690
5,610
339
1,520
Nitrate -Nitrite -Nitrogen
13.20
1.00
9.90
8.50
8.50
8.50
PAN In House Calculation
2,347
1,385
3,446
3,553
1,534
1,897
Lab Results (See Below Calculations) 4,610 3,050 7,630 5,020 4,240 4,140
Formula: In House Calculation
For surface appliction PAN =[MR' (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-NJ
For sub -surface appliation PAN =[MR * (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NC2-N = nitrate -nitrite -nitrogen
Plant Available Nitrogen
Formula: Lab Calculation
Calc. Factor Treatment Process:
0.4 Unstabilized primary and waste activated sludges
0.3 Alkaline stabilized
0.3 Aerobically digested (use this as the default number if no info available)
0.2 Anaerobically digested
0.1 Composted
Application method:
0.5 Surface spreading (use this as the default number if no info available)
0.76 Surface spreading followed by incorporation
1 Subsurface injection
Sample Treat. Process App. Method TKN Nitrates Ammonia PAN
Number Calc. Factor Calc. Factor Dom DDm DDm
2/9/2009
0.3
0.5
13,700
13.2
2,410
4,605
4/6/2009
0.3
0.5
9,440
1.0
1,100
3,053
6/8/2009
0.3
0.5
23,600
9.9
2,690
7,628
8/10/2009
0.3
0.5
13,000
8.5
5,610
5,031
10/6/2009
0.3
0.5
13,900
8.5
339
4,246
12/14/2009
0.3
0.5
12,800
8.5
1,520
4,153
PAN = (Treatment Process factor(TKN-NH3)) + (Application Method factor' NH3) + Nitrates
Record nH 2O09
Actual Lab
Results
4,610
3,050
7,630
5,020
4,240
4,140
Date
1 1/3/2009
2/17/2009
3/27/2009
4/15/2009
5/20/2009
6/10/2009
7/29l2009
8/24/2009
9/9/2009
10/13/2009
11/16/2009
12/15/2009
H
1 7.34
1 7.14
7.20
7.11
1 7.21
1 8.19
1 7.95
1 7.47
7.61
1 7.1
7.29
7.25
H
1 7.33
1 7.16
7.21
7.12
1 7.22
1 8.13
1 7.97
1 7.48
7.62
1 7.82
1 7.31
1 7.25

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation & pH
-Jfk,n
Date
1/11/2010
2/8/2010
3/8/2010
4/12/2010
5/10/2010
6/14/2010
7/12/2010
8/9/2010
9/13/2010
10/13/2010
11/15/2010
12/6/2010
TKN
5,520
7,310
17,800
11,200
9,800
17,200
Ammonia Nitrogen
8,910
3,640
1,460
514
1,920
4,480
Nitrate -Nitrite -Nitro en
32.30
19.00
10.00
8.90
3.10
3.20
PAN In House Calculation
4,148
2,206
2,374
1,335
1,751
3,515
Lab Results (See below Ualculatlons) :5,4fu L,y4u a,oau 0,40u 01000 ,
Formula: In House Calculation
For surface appliation PAN =[MR' (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
For sub -surface appliation PAN =[MR' (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NO2-N = nitrate -nitrite -nitrogen
Plant Available Nitrogen
Formula: Lab Calculation
Calc. Factor Treatment Process:
0.4 Unstabilized primary and waste activated sludges
0.3 Alkaline stabilized
0.3 Aerobically digested (use this as the default number if no info available)
0.2 Anaerobically digested
0.1 Composted
Application method:
0.5 Surface spreading (use this as the default number if no info available)
0.75 Surface spreading followed by incorporation
1 Subsurface injection
Sample Treat. Process App. Method TKN Nitrates Ammonia PAN
P-1- r.,. f- r 1' Gam. ##
2/8/2010
0.3
0.5
5.520
32.3
8,910
3,470
4/12/2010
0.3
0.5
7,310
19.0
3,640
2.940
6/14/2010
0.3
0.5
17,800
10.0
1,460
5,642
8/9/2010
0.3
0.5
11,200
8.9
514
3,472
10/13/2010
0.3
0.5
9,800
3.1
1,920
3,327
12/6/2010
0.3
0.5
17,200
3.2
4,480
6,059
PAN = (Treatment Process factor(TKN-NH3)) + (Application Method factor' NH3) + Nitrates
Actual Lab
Results
3,470
2,940
5,630
3,460
3,330
6,060
Date
1 1/24/2010
2/5/2010
3/12/2010
4/7/2010
5/5/2010
6/28/2010
7/3/2010
8/11/2010
9/30/2010
10/28/2010
11/29/2010
12/14/2010
H
7.36
8.18
1 8.05
1 7.82
1 7.63
1 7.32
7.55
7.34
7.17
7.69
7.87
7.10
H
7.38
8.14
1 8.01
1 7.80
1 7.54
1 7.35
1 7.54
1 7.35
1 7.18
1 7.70
1 7.87
7.09

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation &"pH
2011
Date
1/13/2011
2/8/2011
3/7/2011
4/11/2011
5/9/2011
6/6/2011
7/11/2011
8/8/2011
9/12/2011
10/13/2010
11/14/2011
12/5/2011
TKN
9,740
7,410
18,900
16,400
20,700
25,200
Ammonia Nitrogen
3,670
1,570
993
1,510
3.460
1,320
Nitrate -Nitrite -Nitrogen
1.90
2.30
2.50
3.20
4.50
4.00
PAN In House Calculation
2,444
1,371
2,290
2,247
3,467
3,052
Lab Results (See Below Calculations) 3,660 2,540 5,690 5,220 6,910 7,830
Formula: In House Calculation
For surface appliction PAN =[MR' (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
For sub -surface appliation PAN =[MR ` (TKN - NH3-N)] + [0.5 . (NH3-N)] + [NO3-NO2-N]
where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NO2-N = nitrate -nitrite -nitrogen
Plant Available Nitrogen
Formula: Lab Calculation
Calc. Factor Treatment Process:
0.4 Unstabilized primary and waste activated sludges
0.3 Alkaline stabilized
0.3 Aerobically digested (use this as the default number if no info available)
0.2 Anaerobically digested
0.1 Composted
Application method:
0.5 Surface spreading (use this as the default number if no info available)
0.75 Surface spreading followed by incorporation
1 Subsurface injection
Sample Treat Process App. Method TKN Nitrates Ammonia PAN
Number Calc. Factor Calc. Factor ppm ppm ppm
2/8/2011
0.3
0.5
9,740
1.9
3,6701
3,658
4/11/2011
0.3
0.5
7,410
2.3
1,570
2,539
6/6/2011
0.3
0.5
18,900
2.5
993
5,871
8/8/2011
0.3
0.5
16,400
3.2
1,610
5,225
10/11/2011
0.3
0.5
20,700
4.5
3,480
6,911
12/5/2011
0.3
0.5
25,200
4.0
1,320
7,828
PAN = (Treatment Process factor ` (TKN-NH3)) + (Application Method factor' NH3) + Nitrates
Record nH 2O11
Actual Lab
Results
3,660
2,540
5,690
5,220
6,910
7,830
Date
1/24/2011
2/3/2011
3/10/2011
4/29/2011
5/19/2011
6/9/2011
7/11/2011
8/29/2011
9/15/2011
10/11/2011
11/29/2011
12/12/2011
H
8.78
7.79
8.10
7.81
7.81
7.68 ,
7.82
7.28
7.95
7.69
7.32
8.75
H
8.77
7.80
8.12
7.79
7.81
7.67
7.84
7.27
7.89
7.68
1 7.30
8.78

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation & pH
2ni2
Date
1/6/2012
2/13/2012
3/9/2012
4/9/2012
5/11/2012
6/11/2012
7/9/2012
8/13/2012
9/10/2012
10/8/2012
11/6/2012
12/10/2012
TKN
14,700
8,250
18,000
25,200
14,500
13,300
Ammonia Nitrogen
2,250
723
1,390
1,550
2,380
938
Nitrate -Nitrite -Nitrogen
2.00
3.20
2.00
2.00
2.00
138.00
PAN In House Calculation
2,372
1,117
2,358
3,142
2,404
1,843
Lao Kesuits (bee fieiow uaiculatlons) 2,370 2,620
Plant Available Nitrogen
Formula: In House Calculation
For surface appliction PAN =[MR' (TKN - NH3-N)] + [0.5 • (NH3-N)] + [NO3-NO2-N]
For sub -surface appliation PAN =[MR . (TKN - NH3-N)] + [0.5' (NH3-N)] + [NO3-NO2-N]
Where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NO2-N = nitrate -nitrite -nitrogen
Plant Available Nitrogen
Formula: Lab Calculation
Calc. Factor Treatment Process:
0.4 Unstabilized primary and waste activated sludges
0.3 Alkaline stabilized
0.3 Aerobically digested (use this as the default number if no info available)
0.2 Anaerobically digested
0.1 Composted
Sample Treat Process App. Method TKN Nitrates Ammonia PAN .
Nnmher Cal, P-M, C.I, P-4-
2/13/2012
0.1
0.5
14,700
2.0
2,250
2,372
4/9/2012
0.3
0.5
8,250
3.2
723
2,623
6/11/2012
0.3
0.5
18,000
2.0
1390
5,680
8/13/2012
0.3
0.5
25,200
2.0
1,550
7,872
10/8/2012
0.3
0.5
14,500
2.0
2,380
4,828
12/10/2012
0.3
0.5
13,300
138.0
938
4,316
PAN = (Treatment Process factor . (TKN-NH3)) + (Application Method factor' NH3) + Nitrates
Record nH 2n12
5,680 7,870 4,830 4,320
Actual Lab
Results
2,370
2,620
5,680
7,870
4,830
4,320
Date
1 1/31/2012
2/24/2012
3/28/2012
4/30/2012
5/23/2012
677/2012
7/16/2012
8/14/2012
9/26/2012
10/23/2012
11/30/2012
12/6/2012
H
1 7.69
7.59
7.87
1 7.83
7.87
1 7.63 1
7.83
1 6.11
7.92
1 7.95
1 7.69
1 7.80
H
1 7.67
7.60
7.88
1 7.85
7.85
1 7.63 1
7.80
1 6.00
7.93
1 7.96
1 7.64
1 7.76

VEOLIA WATER NORTH AMERICA OPERATING SERVICES
REGIONAL COMPOST FACILITY, HICKORY NC
Plant Available Nitrogen By Calculation & pH
2n1a
Date
1/7/2013
2/11/2013
3/11/2013
4/8/2013
513/130
6/10/2013
7/8/2013
8/12/2013
9/9/2013
10/14/2013
11/11/2013
12/9/2013
TKN
8,660
12,200
4,410
9,790
7,900
' 16,000
Ammonia Nitrogen
2,870
3,310
1,220
1,420
4,000
3,870
Nitrate -Nitrite -Nitrogen
2.00
3.30
5.20
11.50
323.00
31.60
PAN In House Calculation
2,016
2,547
934
1,559
2,713
3,180
Lao Kesults (See Below Calculations) 3,170 4,330 1,570 3,230 3,500 5,610
Plant Available Nitrogen
Formula: In House.Calculation
For surface appliction PAN =[MR * (TKN - NH3-N)] + [0.5 * (NH3-N)] + [NO3-NO2-N]
For sub -surface appliation PAN =[MR * (TKN - NH3-N)] + 10.5 * (NH3-N)] + [NO3-NO2-N]
Where MR = mineralization rate (typically 0.1 for composted residuals)
TKN = total kjeldahl nitrogen
NH3-N ammonia -nitrogen
NO3-NO2-N = nitrate -nitrite -nitrogen
Plant Available Nitrogen
Formula: Lab Calculation
Calc. Factor Treatment Process:
0.4 Unstabilized primary and waste activated sludges
0.3 Alkaline stabilized
0.3 Aerobically digested (use this as the default number if no info available)
0.2 Anaerobically digested
0.1 Composted
Application method:
0.5 Surface spreading (use this as the default number if no info available)
0.75 Surface spreading followed by incorporation
1 Subsurface injection
Sample Treat Process App. Method TKN Nitrates Ammonia PAN
M,,-hor r`.Ir P-Mr (.I, P-t-
2/11/2013
0.3
0.5
8,660
2.0
2,870
3,174
4/8/2013
0.3
0.5
12,200
3.3
3,310
4,325
6/10/2013
0.3
0.5
4,410
5.2
1,220
1,572
8/12/2013
0.3
0.5
9,790
11.5
1,420
3,233
10/14/2013
0.3
0.5
7,900
323.0
4,000
3,493
12/9/2013
0.3
0.5
16,000
31.6
3,870
5,606
PAN = (Treatment Process factor * (rKN-NH3)) + (Application Method factor * NH3) + Nitrates
Rernrd nH 2013
Actual Lab
Results
3,170
4,330
1,570
3,230
3,500
5,610
Date
1 . 1/29/2013
2/25/2013
3/25/2013
4/29/2013
5/31/2013
6/26/2013
7/29/2013
8/28/2013
9/30/2013
10/30/2013
11/26/2013
12/3/2013
H
7.08
7.65
8.34
7.21
1 7.74
7.10 1
8.01
5.80
1 7.59
1 5.39
7.89
8.10
H
7.03
7.69
8.40
7.29
1 7.72
7.08 1
8.03
5.83
1 7.62
1 5.36
7.86
8.10

PATHOGEN REDUCTION
VECTOR ATTRACTION

Pathogen Reduction Requirements - Alternative A5 (PFRP
As previously stated, the Regional Compost Facility is a "Process To Further Reduce
Pathogens" (PFRP) system for treatment and beneficial use of dewatered biosolids. This
section of the Annual Report states that VWNAOS and the Consortium have utilized
Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to
demonstrate compliance with 40 CFR Part 503.32(a)(7) and in continuity with 40 CFR
Part 257 regulations. The temperature of the biosolids inside the Tunnel Reactors was
maintained at 55 deg. C (131 deg. F) or higher for at least three (3) days. The compost
product is also placed on the outdoor curing pad for further maturation and curing. Final
curing temperatures were also maintained greater than 55 deg.0 (131 deg. F) or higher for
at least three days. See Operations Summary (Exhibit 6) for curing time and temperatures.
The design capacity of the four A-S-H Tunnel Reactors is approximately 54,432 ft (2,016
yd.). The standard operating procedure (SOP) for processing biosolids in the A-S-H in -
vessel composting system employs a process using single stage horizontal plug flow. The
raw (in -feed) compost was deposited in the front of the Tunnel Reactors with the addition
of sawdust amendment and recycle material and discharged after active in -vessel
composting and initial curing (out -feed compost) from the end of each reactor. Thus, the
active composting phase occurs in the first two-thirds of each Tunnel Reactor and partial
curing occurs in the remaining third of each Tunnel Reactor. The material is then placed
on an outside curing pad for additional maturation, stabilization and cooling of the
compost product before being distributed to the end users.
Based upon site -specific monitoring of the bulk density of the in -feed mixture compost
and recording of the number of hydraulic ram pushes for each Tunnel Reactor, the
volumetric loading (yd/dy) is accurately determined for each processing day. This
volumetric loading was divided into the fixed total reactor capacity to compute the
"uncompacted" SRT (days), which is a conservative determination of the amount of time
spent in the in -vessel reactors since compaction and compression of compost materials is
not considered (typically adds another 20% to the "uncompacted" SRT). The. average
"uncompacted" SRT for each Tunnel Reactor was approximately 35.3 days. The actual
SRT considering compaction and materials compression averaged 32.5 days as
highlighted on page 9 of the Operation Summary Report. During this in -vessel
composting period, at least three (3) days of processing time was continuously available
to achieve PFRP in the Tunnel Reactors as the in -feed compost traveled horizontal from
the front to the back of the 63 foot long reactor and eventually discharged as out -feed
compost. The product is then discharge and moved to the final curing process for up to 60
additional days before distribution.
10

Seven sampling ports are installed along the length of each Tunnel Reactor to monitor
temperature within the compost biomass. A total of twenty-eight (28) discrete
measurements of temperature in the compost process are monitored and recorded by the
compost facility personnel for documentation. The side and top sampling ports give the
facility the ability to measure temperatures in each tunnel manually with an operator -
inserted probe. The average of certain aeration zone temperature readings provides the
daily determination of PFRP for the Tunnel Reactors. These daily PFRP temperature logs
were documented for each Tunnel Reactor and reported on the computerized RCF
Operation Summary Report (pages 10-13) (Exhibit 6) to document the composting
process was maintained at or above 55 deg. C during the period of January through
December 2013 to comply with Alternative A5 of 40 CFR Part 503.32. As shown in
Exhibit 6 page 9, the average PFRP temperature for all four Tunnel Reactors was 64.8
deg. C.
In accordance with 40 CFR Part 503.32(a)(7), the composted biosolids was analyzed for
Fecal Coliform at the time it was being prepared for sale and distribution into the market
place for final land application and was found to be below compliance limits. The
bimonthly composite samples were prepared for Fecal Coliform analysis on a dry weight
basis and analyzed in accordance with Standard Methods Part SM9221 CE. As shown in
Exhibit 5, the Fecal Coliform measured for discharged compost from the RCF in 2012
indicates no exceedences, all results were well below the acceptable limits.
Certification Statement - `I certify, under penalty of law, that the Class A pathogen
requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been
made under my direction and supervision in accordance with the system designed to
ensure that qualified personnel properly gather and evaluate the information used to
determine that the pathogen reduction requirements have been met. I am aware that there
are significant penalties for false certification including fine and imprisonment."
Undersigned.
. f k,G ,-,p �aWL i
WayndlCarroll
VWNAOS Project Manager
11

Vector Attraction Reduction - Option 5
The Regional Compost Facility uses the Aerobic Process (Thermophillic Composting) to
demonstrate and achieve compliance with the Vector Attraction Reduction requirements
set forth in 40 CFR Part 503.33(b)(5). Specifically, Option 5 as an Aerobic Process at
Greater Than 40 deg. C (104 deg. F) is most appropriate for achieving Vector. Attraction
Reduction. As previously described in this Annual Report, the average Actual SRT in the
in -vessel compost reactors was 32.5 days for the reporting period of 2013. The dewatered
biosolids was composted and treated aerobically at thermophilic temperatures during this
period of in -vessel processing time.
The computerized composting performance reports document the aerobic processing of
the dewatered biosolids in accordance with 40 CFR Part 503.33(b)(5). The dewatered
biosolids have been aerobically treated for a minimum of 14.0 consecutive days during
which the daily minimum temperatures of the Tunnel Reactor have been maintained
above 40 deg. C and the average temperature maintained higher than 45 deg. C. As shown
on page 9 of the Operations Summary, Exhibit 6, the average Vector Attraction
Reduction (VAR) temperature for all Tunnel Reactors was 58.1 deg. C. Additional curing
provided additional time to meet the requirements again. The compost product is also
placed on the outdoor curing pad for further maturation and curing. Final curing
temperatures were also maintained greater than 40 deg C. (104 deg. F) or higher for at
least fourteen days with an average of at least 45 deg C. (113 deg F). See Operations
Summary (Exhibit 6) for curing time and temperatures.
Certification Statement - " I certify under penalty of law, that the Class A vector
attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination
has been made under my direction and supervision in accordance with the system
designed to ensure that qualified personnel properly gather and evaluate the information
used to determine that the vector attraction reduction requirements have been met. I am
aware that there are significant penalties false certification including fine and
imprisonment."
Undersigned.
Wayn-6 Carroll
VWNAOS Project Manager
12

IV. CERTIFICATION
PFRP Certification Statement
`I certify under penalty of law that this document and all attachments were prepared under
my direction and supervision in accordance with the system, designed that qualified
personnel properly gather and evaluate the information submitted. Based upon my inquiry
of the person or persons who manage the system or those persons directly responsible for
gathering the available information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violation"
Undersigned. Date Signed:
Wayn :Carroll
VWNAOS Project Manager
Regional Compost Facility
3200 20th Avenue, S.E.
Newton, NC 28658
(828) 465 - 1401
E- Mail - [e-mail]
13

PATHOGEN REDUCTION AND VECTOR ATTRACTION
Need: Amount of time in reactors (SRT)
Number of temperature zones
Temperatures in each zone
PFRP
Formula:
SRT/number of zones = days material has spent in each zone
If SRT is 25.9 days of total time in the reactors
25.9 days of total time in the reactors / 7 zones = 3.7 days in each zone
Thus the material has to pass thru one zone higher than 550 C to meet PFRP requirements.
VAR
SRT/number of zones = days material has spent in each zone
If SRT is 25.9 days of total time in the reactors
25.9 days of total time in the reactors/ 7 zones = 3.7 days in each zone
3.7 days in each zone x 4 zones =14.8 days required for VAR
Thus the material must remain higher than 400 C and have an average of higher than 450 through
at lease 4 consecutive zones.
The temperatures and detention times are monitored and recorded on a daily basis. This is
transferred to a monthly report. The Monthly Report is transferred to an Annual Report to be
submitted to the federal and state regulatory agencies for annual reporting. The facility is
required to certify bi-monthly that the pathogen reduction and vector attraction requirements are
met. '

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
City of Hickory
Northeast WWTP

Vicinity Map

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Quantitative Justification for Residuals Production
Northeast WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
HICKORY - NORTHEAST
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Day % TS
1995
898
75
5,837,000
486,417
936.62
78.05
3.89
3.91
1996
1,191
99
7,741,500
645,125
1,088.43
90.70
4.42
3.51
1997
1,090
91
7,085,000
590,417
1,369.65
114.14
5.44
3.96
1998
1,279
107
8,313,500
692,792
1,389.29
115.77
5.47
3.96
1999
1,284
107
8,346,000
695,500
1,435.58
119.63
5.72
4.21
2000
1,358
113
8,825,000
735,417
1,540.87
128.41
6.13
4.10
2001
1,049
87
6,818,500
568,208
1,250.88
104.24
4.98
4.41
2002
738
62
4,797,000
399,750
890.09
74.17
3.55
4.47
2003
724
60
4,706,000
392,167
860.46
71.71
3.55
4.47
2004
860
72
5,590,000
465,833
957.70
79.81
3.87
4.10
2005
1,032
86
6,708,000
559,000
1,204.09
100.34
4.80
4.32
2006
1,101
92
7,156, 500
596,375
1,304.83
108.74
4.96
4.33
2007
930
78
6,045,000
503,750
1,080.51
90.04
4.45
4.18
2008
841
70
5,466,500
455,542
933.91
82.83
3.99
4.42
2009
825
69
5,362,500
446,875
1,087.21
90.60
4.38
4.80
2010
851
71
5,531,500
460,958
1,062.90
88.58
4.15
4.58
2011
807
67
5,245,500
437,125
1,080.26
90.02
4.24
4.97
2012
886
74
5,759,000
479,917
837.27
69.77
3.37
3.66
2013
832
69
5,408,000
450,667
1,041.94
86.83
4.40
4.60
2014
377
63
2,450,500
408,417
460.99
76.83
3.69
4.49
TOTALS.181953 12371.92 500 : 21,813.48 = .
HICKORY - NORTHEAST
TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Da % TS
January
61
396,500
66.73
3.18
4.06
February
64
416,000
74.11
3.71
4.22
March
57
370,500
65.55
3.12
4.27
April
58
377,000.
70.75
3.37
4.55
May
65
422,500
83.55
3.98
4.71
June
72
468,000
100.29
4.78
5.10
July
August
September
October
November
December
TOTAL-,':. 377. Z450,500 .. 460.99 ... ,, .
AVERAGE 63 408,41T ' 76.'83 3.69` 4.49 -

HICKORY - NORTHEAST
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TCLP RESULTS
Northeast WWTP

® PaceAnalytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnaljftal 205 East Meadow Road - Suite 2225 Riverside Dr. 9800 Igncey Ave. Suite 100
awwpacela6s.cam Eden, NC 27288 Asheville, NC 28804 Huntersvllle, NC 28078
[phone] [phone] [phone]
ANALYTICAL RESULTS
Project: Northeast LT
Pace Project No.: 92164848
Sample: NE LT SLUDGE
Lab ID: 92164848010
Collected: 07/10/13 07:30
Received: 07/11/13 16:35 Matrix: Solid
Results reported on a ' dry -weight"
basis
Parameters
Results Units
Report Limit
OF
Prepared Analyzed CAS No. Qual
8081 GCS Pesticides, TCLP
Analytical Method: EPA 8081 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 07/18/13 15:45
gamma-SHC (Linden)
ND ug/L
0.50
1
07/1811313A5 07/19/1319:43 58-89-9
Chlordane (Technlcaq
NO ug/L
3.0
1
07/1811313A5 07/19/1319:43 57-74-9
Endrin
NO ug/L
0.60
1
07/1811a 13:45 0711911319:43 72-20-8
Heptachlor epoxide
NO ug/L
0.60
1
07/18/13 13:45 07/1911319:43 1024-57-3
Methoxychlor
NO ug/L
1000
1
07/18/13 13:45 0711911319.43 72-43-5
Toxaphene
ND ug/L
3.0
1
07118/13 13:45 07/1911319.43 8001-35-2
Surrogates
Decachlorobiphenyl (S)
47 %
10-138
1
0711811313:45 07/1911319:43 2051-24-3
Tetrachloro-m-xylene (S)
65 %
10-110
1
07118/1313:46 07/1911319:43 877-09-8
8151 Chlorinate Herbicide TCLP
Analytical Method: EPA 8151
Preparatlon Method: EPA 3510
2,4-D
ND mg/L
0.010
1
07122/1308:00 07/23/1319:46 94-75-7 M1,R1
2,4,5-TP (Siivex)
ND mg/L
0.010
1
07/22M3 08:00 07123/1319:46 93-72-1
Surrogates
2,4-DCAA (S)
93 %
70-130
1
07/22/13 08:00 0712311319*46 19719-28-9
6010 METICP, TCLP
Analytical Method: EPA6010 Preparation Method:
EPA3010
Leachate Method/Date: EPA 1311; 07/19/13 22:30
Arsenic
ND mg/L
0.050
1
07122/1317:30 07/2311314:40 7440-38-2
Barium
ND mg/L
0.25
1
0712211317:30 07/23/1314:40 7440-39-3
Cadmium
NO mg/L
0.0050
1
07/2211317:30 07123/1314:40 7440-43-9
Chromium
NO mg/L
0.025
1
07/22/13 17:30 07123/1314:40 7440-47-3
Lead
NO mg/L
0.025
r1
07/22/1317:30 07123/1314:40 7439-92-1
Selenium
NO mg/L
0.10
1
0712211317:30 07/2311314,40 7782-49-2
Silver
NO mg/L
0.025
1
07/2211317:30 07/2311314:40 7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA7470 Preparation Method: EPA7470
Leachate Method/Date: EPA 1311; 07/19/13 22:30
Mercury
ND ug/L
0.20
1
0712211318:40 07123/1313:06 7439-97-6
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 07118/13 15.45
1,4-Dichlorobenzene
NO ug/L
50.0
1
07/19/13 08:00 07/19/13 20:19 106-46-7
2,4-Dinitrotoluene
ND ug/L
50.0
1
07119/13 08:00 07/19/13 20:19 121-14-2
Hexachloro-1,3-butadiene .
NO, ug/L
50.0
1
07/19/13 08:00 07/19/13 20:19 87-68-3
Hexachlorobenzene
ND ug/L
50.0
1
07119/13 08:00 07/19/13 20:19 118-74-1
Hexachloroethane
ND ug/L
60.0
1
07/19/13 08:00 07/19/13 20:19 67-72-1
2-Methylphenol(o-Cresol)
ND uglL
50.0
1
07/19/13 08:00 07/19/13 20:19 95-48-7
3&4-Methylphencl(m&p Cresol)
262 ug/L
50.0
1
07119/13 08:00 07/19/13 20:19
Nitrobenzene
NO ug/L
50.0
1
07/19/13 08:00 07/19/13 20:19 98-95-3
Pentachlorophenol
ND ug/L
100
1
07/19/13 08:00 07/19/13 20:19 87-86-5
Pyridine
ND ug/L
50.0
1
07/19/13 08:00 07/19/13 20:19 110-86-1
2,4,5-Trlchlorophenol
ND ug/L
50.0
1
07/19/13 08;00 07/19113 20:19 95.95-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/31/2013 03:26 PM without the written consent of PaceAnalyilcal Sence% Inc..
Page 13 of 37

aceAnal,Oical
WWW.Pacelalmoom
Project Northeast LT
Pace Project No.: 92164848
Pace Analytical Services, Inc.
205 East Meadow Road - Sufte A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
980o KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: NE LT SLUDGE
Lab ID: 92164848010 Collected: 07/10/13 07:30
Received: 07/11/13 16:35 Matrix: Solid
Results reported on a dry -weight"
basis
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
GAS No. Quaff
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311,,07/18/13 15:45
2,4,6-Tdchlorophenol
ND ug/L
50.0
1
07/19/13 08:00 07/19113 20:19
88-06 2
Surrogates
Nitrobenzene-d5 (S)
31 %
12-102
1
07/19/13 OB:00 07/19/13 20:19
4165-60-0
2-Fluorobiphenyl (S)
_ 35 %
13-107
1
07/19/13 08:00 07/19/13 20:19
321-60-8
Terphenyi-d14 (S)
48 %
21-132
1
07/19/13 08:00 07/19113 20:19
1718-51-0
Phenol-d6 (S)
22 %
10-110
1
07/19113 08:00 07/19/13 2019
13127-88-3
2-Fluorophenol (S)
24 %
10-110
1
07/19/13 08:00 07/19/13 20:19
367-12.4
2,4,6-Trlbromophenol (S)
52 %u
27-108
1
07/19/13 08:00 07/19/13 20:19
.118-79-6
8260 MSV TCLP
Analytical Method: EPA 8260
Benzene
ND ug/L
100
20
07/25113 13.41
71-43-2
2-Butanone (MEIQ
NO ug(L
200
20
07/25113 13:41
78-93-3
Carbon tetrachloride
NO ugiL
100
20
07/25/13 13:41
56-23-5
Chlarobenzene
NO ug/L
100
20
07/25/13 13:41
108-90-7
Chloroform
NO ug/L
100
20
07/25/13 13:41
67-66-3
1,4-Dlchlorobenzene
NO ug/L
100
20
07/25/13 13:41
10BA6-7
1,2-Dichloroethane
NO ug/L
100
20
07125/1313:41
107-06-2
1,1-Dlchloroethene
ND uglL
100
20
0712511313.41
75-35-4
Tetrachloroethene
NO ug/L
100
20
07125/1313.41
127-18-4
Trichloroethene
ND ug/L
100
20
07/25/1313,41
79-01-6
Vinyl chloride
ND ug/L
100
20
0712611313AI
75-014
Surrogates
1,2-Dichloroethane-d4 (S)
99 %
70-130
20
07/25113 13:41
17060-07-0
Toluene-d8 (S)
100 %,
67-135
20
07/25/13 13:41
2037-26-5
4-Bromofluorobenzene (S)
95 %
70-130
20
07/25/13 13:41
460-00-4
Dibromofluoromethane (S)
95 %
70-130
20
07/25/13 13:41
1868-53-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 07131/2013 03:26 PM without the written consent of Pace Analytical Services, Inc.. Page 14 of 37

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
City of Hickory
Henry Fork WWTP

Vicinity Flap

rtir•
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.! _'F. „�' _'.ate_ �{_`.Tr7,_ ^•",.:v.K:.. �4•n,R., \,sj

Quantitative Justification for Residuals Production
Henry Fork WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
HICKORY - HENRY FORK
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
1,119
93
7,273,500
606,125
912.25
76.02
3.81
3.04
1996
1,122
94
7,293,000
607,750
849.69
70.81
3.41
2.79
1997
1,503
125
9,769,500
814,125
1,041.87
86.82
4.12
2.59
1998
1,532
128
9,958,000
829,833
1,149.00
95.75
4.53
2.77
1999
1,504
125
9,776,000
814,667
1,163.61
96.97
4.60
2.90
2000
1,450
121
9,425,000
785,417
1,122.86
93.57
4.47
2.87
2001
1,541
128
10,016,500
834,708
1,228.82
102.40
4.89
2.95
2002
1,563
103
10,159,500
846,625
1,114.27
92.86
4.44
2.64
2003
1,576
131
10,244,000
853,667
1,225.54
102.13
4.93
2.85
2004
1,665
139
10,822,500
901,875
1,311.24
109.27
5.21
2.96
2005
1,592
133
10,348,000
862,333
1,407.81
117.32
5.63
3.32
2006
2,016
168
13,104,000
1,092,000
1,500.28
125.02
6.01
2.75
2007
1,988
166
12,922,000
1,076,833
1,472.10
122.68
5.92
2.73
2008
1,699
142
11,043,500
920,292
1,690.58
140.88
6.76
3.73
2009
1,277
106
8,300,500
691,708
1,191.02
99.25
4.77
3.44
2010
1,337
111
8,690,500
724,208
1,262.59
105.22
4.92
3.51
2011
1,155
96
7,507,500
625,625
1,077.36
89.78
4.23
3.39
2012
1,221
102
7,936,500
661,375
1,101.02
91.75
.4.36
3.31
2013
1,109
92
7,207,500
600,625
1,040.40
86.70
4.11
3.50
2014
590
1 98
1 3,835,000
1 639,167
582.27
97.04
4.65
3.64
TOTALS=.,: .28,559. 185,632,500 : - '23,444.58 ..
HICKORY - Henry Fork
TOTAL TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Da % TS
January
109
708,500
108.76
5.18
3.68
February
90
585,000
84.31
4.22
3.43
March
106
689,000
104.19
4.96
3.64
April
112
728,000
116.85
5.56
3.92
May
90
585,000
89.55
4.26
3.64
June
83
539,500
78.60
3.74
3.53
July
August
September
October
November
December
TOTAL ;: = ' 590 _ �;3,835,000 582.27
AVERAGE 98 " 639,167 97.04 4.65, 3.64'

HICKORY - HENRY FORK
Average Tons
Per Month
160-
141
140 -
125
123
17
96
97
94
102
931
102
109
99
105
97
120 -/
100 -/--
87
90
0
80 -
76
60 --
40
3
20
Md
I L
0
95 96 97 98
99 00 01 02 03 04 05
06
07 08
09
10
11
12
13
14

TCLP RESULTS
Henry Fork WWTP

/�aoeAnalytical"
www.pacebbs com
PaceAnalyllcal Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KlncsyAve. Suite 100
Huntersw7le, NC 28078
[phone]
Project: HF-TCLP 7117
Pace Project No.: 92156666
Sample: HF-LT Sludge
Lab ID: 92165666001 Collected: 07117/13 09:20
Received: 07/18/13 14:00 Matrix: Water
Parameters
Results Units Report Limit DF
Prepared Analyzed CAS No. Qual
8081 GCS Pesticides, TCLP
Analytical Method: EPA 8081 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 07/23/13 13:35
gamma-SHC (Undane)
ND ug/L 2.5 5
07/25/13 10:50 07126/1316:25 58-89-9
Chlordane (Technical)
ND ug/L 15.0 5
07/26/1310:50 0712611316.25 57-74-0
Endrin
ND ug/L 2.5 5
07/2611310:60 07/26/13 16:25 72-20-8
Heptachlor epoxide
ND uglL 2.5 5
0712511310:50 07/2611316:25 1024-57-3
Methoxychlor
ND ug/L 5000 5
07125/1310:50 07126/1316:25 72-43-5
Toxaphene
ND ug/L 15.0 5
07/25/1310:50 07/2611316:25 8001-35-2
Surrogates
Decachlorobiphenyl IS)
0 % 10-138 5
07125/1310:50 07/26/1316:25 2051-24-3 D3,S4
TeUachioro-m-xylene (S)
0 % 10-110 5
07/25/13 10:50 07/26/1316:25 877-09-8
8151 Chlorinate Herbicide TCLP
Analytical Method: EPA 8151 Preparatlon Method; EPA3510
2 4-D
ND mg/L 0.010 1
07/2611310:00 07/29/13 01:36 94-76-7
2,4,5-TP (Sllvex)
ND mg/L 0.010 1
07126/1310:00 07/29/13 01:36 93-72-1
Surrogates
2,4-DCAA (S)
93 °k 70 130 1
07/26/13 10:00 07/29/13 01:36 19719-28 9
6010 MET ICP, TCLP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Leachate Method/Date: EPA 1311; 07/25113 21:15
Arsenic
ND mg/L 0.050 1
07126/1317:50 07/28M318:30 7440-38-2
Barium
ND mg/L 0.25 1
07/26/1317:50 07/2811318:30 7440-39-3
Cadmium
ND mg/L 0.0050 1
07/2611317:50 07128/1318:30 7440-43-9
Chromium
ND mg/L 0.025 1
07/26/13 17:50 07/28/13 18:30 7440-47-3
Lead
ND mg/L 0.025 1
07/26/13 17:50 07128/1318:30 7439-92-1
Selenium
ND mg/L 0.10 1
07/26/13 17:50 07128/1318:30 7782-49-2
Silver
ND mg/L 0,025 1
07126/1317:50 07/28/1318:30 7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
-
Leachate Method/Date: EPA 1311; 07125/13 21:15
Mercury
ND ug/L 0,20 1
07/26/13 20A5 07/27/13 11:04 7439-97-6
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 07123/1313:35
1,4-Dichlarobenzene
ND ug/L 2600 50
07/24/1308.00 07/24/13 18:06 106-46-7
2,4-Dinitrotoluene
ND uglL 2500 50
07/24/13 08:00 07/24/13 18:06 121-14-2
Hexachloro-1,3-butediene
ND ug/L 2600 50
07/24/13 08:00 07124/1318:06 87-68-3
Hexachlorobenzene
ND ug/L 2500 50
07/24M3 08:00 07/24/13 18:06 118-74-1
Hexachloroethene
ND ug/L 2500 50
07124/13 08:00 07/2411318:05 67-72-1
2-Methylphenol(o-Cresolj
ND ug/L 2500 50
07124/13 08:00 07/24/13 18:06 95-48-7
3&4-Methylphenol(m&p Cresol
ND ug/L 2500 50
07/24/13 08:00 07/24/13 18:06
Nitrobenzene
ND ug/L 2500 50
07/24/13 08:00 07/2411318:08 98 95-3
Pentachlorophenol
ND ug/L 5000 50
07/24/13 08:00 07124/1318:06 87-86-5
Pyridine
ND ug/L 2500 50
07/24/13 08:00 07/24/13 18:06 110-86-1
2,4,5-Trichlorophenol
ND ug/L 2500 50
07/24/13 08:00 07124/13 18:06 95-95-4
2,4,6-Tdchlorophenol
ND uglL 2500 50
07124/13 08:00 07124/1318:06 88-06-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 07/3012013 07:09 AM
i
without the written consent of Pace Analytical Services, Inc.. Page 4 of 15

aceAnalytical
www4xw1abs.ccra
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2226 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersvile, NC 28078
(704)B75-9092
Project: HF-TCLP 7117
Pace Project No.: 92165666
Sample: HF-LT Sludge
Lab ID: 92166666001 Collected: 07/17/13 09:20
Received: 07/18/1314:00 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311: 07/23113 13:35
Surrogates
Nitrobenzene-d5 (S)
0 %
12-102
50
07/24/13 08:00 07/2411318:06
4165-60-0 D3,S4
2-Fluorobiphenyl (S)
0 %
13-107
50
07124/13 08:00 07/24/1318:06
321-60-8
Terphenyl-d14 (S)
0 %
21-132
50
07124/13 08:00 07/24/13 18:06
1718-51-0
Phenol d6 (S)
0 °�
10-110
50
07/24/13 08:00 07/24/1318:06
13127-88-3
2-Fluorophenol (S)
0 %
10-110
50
07/24/13 08:00 07/24/1318:06
367-12 4
2,4,6-Tribromophenol (S)
0 %
27-108
50
07124/13 08:00 0712411318:06
118-79-6
8260 MSV TCLP
Analytical Method: EPA 8260
- Benzene
ND ug/L
100
20
0712611316:31
71-43-2
2-Butanone (MEK)
364 ug/L
200
20
07/26/1316:31
78-93-3
Carbon tetrachloride
ND ug/L
100
20
07/2611316:31
56-23-5
Chlorobenzene
ND ug/L
100
20
07/2611316:31
101-90-7
Chloroform
ND ug/L
100
20
07126/1316:31
67-66-3
1,4-Dichlorobenzene
ND ug/L
100
100
20
20
07/26/1316.31
07126/1316:31
106-46-7
107-06-2
1,2-Dichlorcethane
ND ug/L
ND uglL
100
20
07/28/1316:31.
75-35-4
1,1-Dichlorcethene
Tetrachloroethene
ND ug/L
100
20
07/2611316:31
127-18-4
Trichloroethene
ND ugli-
100
20
0712611316:31
79-01-6
Vinyl chloride
ND ug/L
100
20
0712611316:31
75-01-4
Surrogates
1,2-Dichloroethane-d4 (S)
103 %
70-130
20
07/26/13 16:31
17060-07-0
Toluene-d8 (S)
98 %
67-135
20
07125/1316:31
2037-26-5
4-Bromoliuorobenzene (S)
97 %
70-130
20
0712611316:31
460-00-4
Dibromotiuoromethane (S)
102 %
70-130
20
07/2611316:31
1868-03-7
Date: 07130/2013 07:09 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Without the written consent of Pace Analytical Services, Inc.,
Page 5 of 15

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
City of Hickory
Catawba WWTP

Vicinity Map

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7

Quantitative Justification for Residuals Production
Catawba WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
TOWN OF CATAWBA
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
0
0
0
0
0.00
0.00
0.00
1996
0
0
0
0
0.00
0.00
0.00
1997
0
0
0
0
0.00
0.00
0.00
1998
0
0
0
0
0.00
0.00
0.00
1999
0
0
0
0
0.00
0.00
0.00
2000
0
0
0
0
0.00
0.00
0.00
2001
0
0
0
0
0.00
0.00
0.00
2002
0
0
0
0
0.00
0.00
0.00
2003
30
3
68,500
5,708
7.37
0.61
0.03
3.08
2004
20
2
130,000
10,833
15.18
1.27
0.12
2.81
2005
9
1
58,500
4,875
3.80
0.32
0.02
2.16
2006
6
1
39,000
3,250
4.65
0.39
0.02
2.86
2007
6
1
39,000
3,250
8.49
0.71
0.04
5.22
2008
4
0.3
26,000
2,167
3.89
0.32
0.02
3.59
2009
5
0.4
32,500
2,708
5.25
0.44
0.02
3.98
2010
3
0.3
19,500
1,625
3.02
0.25
0.01
3.71
2011
15
1.3
44,150
3,679
6.35
0.53
0.03
3.44
2012
11
0.9
38,500
3,208
3.43
0.29
0.01
2.07
2013
5
0.4
17,500
1,458
1.28
0.11
0.00
1.76
2014
6
1.0
21,000
3,500
2.68
0.45
0.02
3.06
TOTALS 120 :.534,150... 65.39
HICKORY - CATAW BA
TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Da % TS
January
0
0
0.00
0.000
February
0
0
0.00
0.000
March
6
21,000
2.68
0.128
3.06
April
0
0
0.00
0.000
May
0
0
0.00
0.000
June
0
0
0.00
0.000
July
August
September
October
November
December
TOTAL 6 21;000 2.68
:.06
AVERAGE:; ' 1 3;600". 0:45 ' '

Average Gallons
Per Month
12,000
10,000
8,000
W
C
C 6,000
4,000
2,000
0
95 96 97 98 99 00 01 02
® Gallons 0 0 0 0 0 0 0 0
04
091101 11112113114
2,70 11,6213,67 13,2011,45 13,51
TOWN OF CATAWBA
Average Tons
Per Month
1.40 mommommomm
1.20 IMENEEMENNE
1.00
0 0.80
MENNEN
mmmmmmm
0.60
0.40
I

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
City of Conover
Northeast WWTP

Vicinity Map

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N

Quantitative Justification for Residuals Production
Northeast WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
CONOVER - Northeast
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Day % TS
1995
264
22.0
1,664,000
138,667
242.60
20.22
1.01
3.48
1996
159
13.3
956,000
79,667
162.13
13.51
0.66
4.02
1997
224
19.0
1,376,500
114,708
218.67
18.22
0.87
3.78
1998
187
16.0
1,131,400
94,283
176.33
14.69
0.69
3.80
1999
206
17.0
1,254,000
104,500
199.10
16.59
0.79
3.82
2000
211
17.6
1,266,000
105,500
203.04
16.92
0.81
3.82
2001
248
20.7
1,488,000
124,000
212.15
17.68
0.85
3.44
2002
262
21.8
1,572,000
131,000
231.59
19.30
0.92
3.62
2003
240
20.0
1,440,000
120,000
259.22
21.60
1.04
4.33
2004
294
24.5
1,764,000
147,000
244.20
20.35
0.98
3.39
2005
264
22.0
1,584,000
132,000
199.43
16.62
0.80
3.33
2006
169
14.1
1,014,000
84,500
158.08
13.17
0.63
3.78
2007
212
17.7
1,270,000
106,000
189.81
15.82
0.76
3.57
2008
220
18.3
1,320,000
110,000
193.71
16.14
1.41
3.76
2009
203
16.9
1,218,000
101,500
189.44
15.79
0.76
3.76
2010
190
15.8
1,140, 000
95,000
174.79
14.57
0.68
3.67
2011
195
16.3
1,170, 000
97,500
165.81
13.82
0.66
3.46
2012
161
13.4
966,000
80,500
156.81
13.07
0.63
3.89
2013
169
14.1
1,014,000
84,500
176.43
14.70
0.71
4.12
2014
93
15.5
558,000
93,000
94.77
15.80
0.76
4.06
TOTALS 4,171 25,165 900... _ ......:3-,848.12
THE CITY OF CONOVER - Northeast
TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Day % TS
January
17
102,000
16.61
0.79
3.93
February
15
90,000
15.59
0.78
4.15
March
21
126,000
21.73
1.03
4.10
April
15
90,000
15.96
0.76
4.31
May
15
90,000
15.12
0.72
3.99
June
10
60,000
9.76
0.46
3.90
July
August
September
October
November
December
TOTAL .:: ; .. �93 558;000 _ . _ .94--77341
AVERAGE: 16' �93000 ., <1U `'0.76 4.06

THE CITY OF CONOVER - Northeast
1
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• •• • •� •• 11 / 1 1 1• 1 1• I 1' 1• 1

TCLP RESULTS
Northeast WWTP

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
Town of Maiden
Maiden WWTP

Vicinity Map

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W
W
pV

Quantitative Justification for Residuals Production
Maiden WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
THE TOWN OF MAIDEN
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
0
0
0
0
0.00
0.00
1996
39
3
241,800
20,150
12.40
1.03
0.13
1.27
1997
138
12
861,800
71,817
56.79
4.73
0.43
1.69
1998
304
25
690,800
57,567
53.81
4.48
0.21
1.93
1999
215
18
430,000
35,833
44.53
3.71
0.17
2.36
2000
165
14
330,000
27,500
27.29
2.27
0.11
2.10
2001
237
20
474,000
39,500
77.01
6.42
0.31
4.18
2002
211
18
422,000
35,167
53.68
4.47
0.21
3.12
2003
149
12
298,000
24,833
27.12
2.26
0.14
1.98
2004
203
17
422,000
35,167
39.03
3.25
0.16
2.28
2005
512
43
1,024,000
85,333
66.46
5.54
0.29
1.71
2006
590
49
1,180,000
98,333
84.53
7.04
0.34
1.79
2007
460
38
1,288,500
107,375
78.03
6.50
0.31
1.46
2008
374
31
757,000
63,083
45.46
3.79
0.18
1.33
2009
248
21
776,900
64,742
39.83
3.32
0.17
1.41
2010
156
13
920,000
76,667
48.73
4.06
0.19
1.35
2011
149
12
894,000
74,500
53.35
4.45
0.22
1.48
2012
143
12
858,000
71,500
58.04
4.84
0.23
1.66
2013
133
11
816,000
68,000
47.67
3.97
0.19
1.47
2014
72
12
432,000
72,000
27.25
4.54
0.22
1.30
TOTALS , . 4;498_ .., .. 13,116;800 ;. :941.01 _..;;
THE TOWN OF MAIDEN
TOTAL TONS PER AVERAGE AVERAGE
Month Trucks Gallons Month Tons/Day % TS
January
12
72,000
3.32
0.158
1.11
February
10
60,000
3.58
0.180
1.49
March
15
90,000
5.11
0.243
1.36
April
6
36,000
1.86
0.088
1.28
May
14
84,000
8.53
0.406
1.28
June
15
90,000
4.86
0.232
1.30
July
August
September
October
November
December
TOTAL ; . 72 :. ":" 432000 27:25
AVERAGE 12 "" " 72;000 022 .= 1:30::

THE TOWN OF MAIDEN

HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
Town of Claremont
North WWTP

Vicinity Map

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N
R
E71
IN 140

Quantitative Justification for Residuals Production
North WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
THE TOWN OF CLAREMONT
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Day % TS
1995
0
0
0
0
0.00
0.00
0.00
1996
20
2
124,000
10,333
18.10
1.51
0.08
3.72
1997
20
2
124,000
10,333
17.94
.1.50
0.07
2.16
1998
44
4
162,500
13,542
14.27
1.19
0.06
1.55
1999
26
2
158,500
13,208
22.60
1.88
0.09
3.14
2000
52
4
338,000
28,167
36.55
3.05
0.15
2.75
2001
68
6
442,000
36,833
41.39
3.45
0.16
2.20
2002
65
5
422,500
35,208
36.52
3.04
0.14
1.83
2003
47
4
305,500
25,458
26.93
2.24
0.11
2.51
2004
37
3
240,500
20,042
15.72
1.31
0.13
1.69
2005
140
12
338,500
28,208
25.23
2.10
0.10
1.85
2006
283
24
566,000
47,167
37.85
3.15
0.15
1.56
2007
233
19
742,000
61,833
41.48
3.46
0.17
1.31
2008
243
20
726,350
60,529
50.18
4.18
0.23.
1.88
2009
146
12
4961550
41,379'
31.93
2.66
0.12
1.56
2010
109
9
608,500
50,708
39.68
3.31
0.19
1.60
2011
131
11
612,100
51,008
36.78
3.07
0.08
1.55
2012
125
10
579,000
48,250
32.95
2.75
0.14
1.43
2013
90
8
491,500
40,958
30.50
2.54
0.12
1.73
2014
69
12
394,500
65,750
15.96
2.66
0.15
1.39
TOTALS' 1948 ., >' . 7,872500 .
THE TOWN OF CLAREMONT
TOTAL TONS PER AVERAGE AVERAGE
Trucks Gallons Month Tons/Da % TS
7MLA'onith
2
7,000
0.60
0.03
2.05
6
30,000
0.33
0.12
1.64
March
26
163,000
7.98
0.38
1.30
April
13
75,500
2.99
0.17
1.19
May
12
66,000.
2.54
0.12
1.28
June
10
53,000
1.52
0.07
0.88
July
August
mber
er
ber
ber
4AE
L 69 394500 15 96
AGE . , . ;12 65;750 2.66: 0 15 1 39 _;',,.

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THE TOWN OF CLAREMONT
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11
11
11
11
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11
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HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
Town of Claremont
McLin WWTP

Vicinity Map

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Quantitative Justification for Residuals Production
McLin WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
THE TOWN OF CLAREMONT
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
0
0
0
0
0.00
0.00
0.00
1996
20
2
124,000
10,333
18.10
1.51
0.08
3.72
1997
20
2
124,000
10,333
17.94
1.50
0.07
2.16
1998 '
44
4
162,500
13,542
14.27
1.19
0.06
1.55
1999
26
2
158,500
13,208
22.60
1.88
0.09
3.14
2000
52
4
338,000
28,167
36.55
3.05
0.15
2.75
2001
68
6
442,000
36,833
41.39
3.45
0.16
2.20
2002
65
5
422,500
35,208
.36.52
3.04
0.14
1.83
2003
47
4
305,500
25,458
26.93
2.24
0.11
2.51
2004
37
3
240,500
20,042
15.72
1.31
0.13
1.69
2005
140
12
338,500
28,208
25.23
2.10
0.10
1.85
2006
283
24
566,000
47,167
37.85
3.15
0.15
1.56
2007
233
19
742,000
61,833
41.48
3.46
0.17
1.31
2008
243
20
726,350
60,529
50.18
4.18
0.23
1.88
2009
146
12
496,550
41,379
31.93
2.66
0.12
1.56
2010
109
9
608,500
50,708
39.68
3.31
0.19
1.60
2011
131
11
612,100
51,008
36.78
3.07
0.08
1.55
2012
125
10
579,000
48,250
32.95
2.75
0.14
1.43
2013
90
8
491,500
40,958
30.50
2.54
0.12
1.73
2014
69
12
394,500
65,750
15.96
2.66
0.15
1.39
TOTALS ...1,948 _ n .7;872500 :. ,': 57257
THE TOWN OF CLAREMONT

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THE TOWN OF CLAREMONT
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HICKORY REGIONAL COMPOST FACILITY
City of Hickory Permit Number WQ0004563
Residuals Source Certification
City of Newton
Clarks Creek WWTP

Vicinity Map

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Quantitative Justification for Residuals Production
Clark Creek WWTP

VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC.
REGIONAL COMPOST FACILITY, HICKORY NC
CONOVER - Newton
TOTAL AVERAGE TOTAL AVERAGE TOTAL AVERAGE AVERAGE AVERAGE
Annual Monthly Annual Monthly Annual Monthly Annual Annual
YEAR Trucks Trucks Gallons Gallons Tons Tons Ton/Da % TS
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
136
11.2
816,000
68,000
199.45
16.62
0.77
5.57
2006
193
16.1
1,158,000
96,500
321.39
26.78
1.29
6.48
2007
66
5.5
396,000
33,000
171.43
14.29
0.69
10.49
2008
73
6.1
438,000
36,500
168.62
14.05
0.68
9.27
2009
81
6.8
486,000
40,500
169.09
14.09
0.68
8.27
2010
103
8.6
618,000
51,500
196.60
16.38
0.76
7.69
2011
103
8.6
618,000
51,500
193.25
16.10
0.76
7.52
2012
104
8.7
624,000
52,000
133.96
11.16
0.53
5.17
2013
104
8.7
624,000
52,000
116.66
9.72
0.46
4.55
2014
66
1 11.0
396,000
66,000
82.08
13.68
0.66
5.18
TOTALS.- - - 1-029
THE CITY OF CONOVER - Newton
TOTAL TONS PER AVERAGE AVERAGE
th Trucks Gallons Month Tons/Da % TS
7February
9
54,000
12.99
0.62
5.78
9
54,000
12.84
0.64
5.59
March
9
54,000
14.02
0.67
6.16
April
8
48,000
10.69
0.51
5.40
May
15
90,000
15.06
0.72
4.01
June
16
96,000
16.48
0.78
4.12
July
August
September
October
November
December
TOTAL 66 .:396;000 82:08
AVERAGE

I
All
THE CITY OF CONOVER - Newton
Average Tons
Per Month
30.0
25.0
U)
21,0
0
11.0
11.0
5.0
0.0
95 96 97 98 99 00 01 02 03 04 05 06 07 08
09 10 11 12 13 14
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TCLP RESULTS
Clark Creek WWTP

EVA U ;MMIT
Vol S.
ENVIRONMENTAL TECHNOLOGIES, INC.
LABORATORY REPORT
Client
Synagro Southeast
284 Bo.get Rd.
Mocksvflle, NC 27028
Order Number
0061561
Project Number
Newton'WWTP
It'suec!
Thur8day, February 19, 2009
Total Number of Pages
10 (excluding C.G.C. and cooler receipt form)
Approved
NELAC Accreditation #E87688 A21-A ISO/IEC 17025 Accreditation #0724.01
-Analytical Integrity" A2LA Accreditation #0724.01 NELAP Certified
414T23 1` '42 41 lx

-7��'SUMMIT
Li ENVIRONMENTAL TECHNOLOGIES, INC.
Sample. Summary
Client: Synocirp Southeast
Order Number: 0901661
2
Laboratory IQ
Client ID
Matrix:
Sampllng,Pate
Newton WWTIj
8--ludgo.
2/9/2009
"Analytical Integrity" - A21-A Accreditation 40724.01 NELAP Certified
ra ?

5
. .
' M ENVIRONMENTAL TECHNOLOGIES, INC.
k"��^;?!�r,r:.t�c!r,;Y,•.r �.=
Report Narrative
Client: Synagro Southeast
Order Number: 0901561
No problems were encountered during analysis of this. order number, except as noted.
Data Qualifiers;
6 = Analyte found In the method blank
J = Estir.Tiated concentration of an analyte between the MDL (LOD) and the Reporting Limit (LOQ)•
C t Analyte has been confirmed by another lnslrument or method
E = Analyte exceeds the upper limit of the calibration curve.
D = sample or extract was analyzed of a higher dilution
X = User defihed data qualifier.
S = Surrogate out of control litnits
U = Undetected
a = Not Accredited by AALA or NqLAC
Limit Of Quahtitalion (L"OQ) = Laboretory Reporting Limit
Limit Of Detection (LOD) = Laboratory -'Detection Limit
Estimated uncertainty values are available upon request.
The lest results meet the requirements of the NELAC and A21-A standards, except where noted.
The information contained in this analytical report is the sole property of Summit Environmental Technologies, Inc.
and that of the client. It cannot be reproduced in any form without the consent of Summit Environmental
Technologies; Inc. or the ciienl for which this report was issued. The results contained in this report are only
representative of the samples received. Conditions cap vary at different limes and at different sampling conditions.
Summit Environmental Technologies, Inc. is not responsible for use or interpretation of the data included herein.
"Analytical Integrity" A21LA Accreditation #M4r01 - NELAP Certified
.. %•S.• , I ' -ri ,:i - i•, f�>s?�,i . �3�`cr, ,)i•<4 .}.*� ;f a 3 i+�� i i':. a`.4t�.',
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'.°1.1ia"'. �gl:�a;;j'sl� tit ]!w'1 �.�t;i!Ci �r:�.�✓•+�tl:9o�.�.•dN
4
February 10. 2009
Client: Synagro Southeast
Address: 284 Boger Rd.
lvlocicsville. NC 27028
Date Collected: 2/9/2009
Date Received: 2/11/2009
Project N: Newton WWTP
CIient'1D ll: Newton WWTP
Laboratory ID #: 0901561-01
Matrix: Studge
Extraction Method: 1311
Date of'Ahalysisi 211/12009
TCLP Metals
Reporting Limit
Results
Regulatory Level
Parameter
m I11
mill
nio
Arsenic
0.50
<03
5.0
Barium
5.0
<5.0
100.0
Cadmium
0.10
<0.1
1.0
Chromium
0.20
<0.2
5.0
Lead
0.50
<0.5
5.0
Mercury
0.0020
<0.002
0.20
Seleniuui
0.50
<0.5
1.0
Silver
0.50
<0.5
5.0
"Analytical lntegOty" A2LA Accreditation #0724.01 - NELAP Certified
�i,• :t:' ;(/:ii ...5`i';s .. a�+i1., i•%i� S'ii'.ins '.1t1.�r -. •!
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6 -' -e SUMMIT
ENVIRONMENTALTECHNOLOGIFS, INC.
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Februdry 19. 2009
5
Client: Synagro Southeast
Address: 284 Boger Rd.
Mocksville, NC 27028
Date Collected: 2/9/2009
Date Received: 2111/2009
Project#: Newton WWTP
Client ID H.: Newton WW;1•P
Laboratory ID #: 0901561-01
Matrix: Sludge
Extraction Method: 1311
Date of•Analysis: 2/1812009
TCLP Volatiles
Reaortina 1,10i t
Result's
Re' ul2t�Level
Parameter
m /L
(mg
fm/L
l j -'Dichloroethene
0.10
<0.1
0.70
i _2-Dichloroethane
0.10
<0.1
0.50
2-Butanone (MBK)
2.0
<2.0
200.0
0.10
<0.1
0.50
Benzene
0.10
<0.1
0.50
Carbon tetrachloride
Chlorobenzene
0.10
<0.1
100.0
Chloroform
0.10
<0.1
6.0
Tetrachloreethene
0,10
<0.1
0.70
Trichloroetlrene
0.10
<0. l
0.50
Vinyl Chloride
0.20
<0.2
0.20
"Analytical Integrity" A2LA Accreditation #0724.01 I 'NELAP Certified
:1,,�� ��•� ;�; iris y'�. :- .ti: -J.S S•'.:'I.?li: A '38
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t a ENVIROZ15NTALTECHNOLOGIES, INC.
•ACJ!J=-+�sYl3!".8'Jt ja1;';i �f 5•ii:� r.U;�t?i"sF"s'i711��,.^i
February 19. 2009
Client: Synagro southeast
Address; 284 Boger Rd.
Mock.- file. NC 27023
Date Collected: 2/91200.9•
Date Received: 2/11/1-009
Project #: Newton WWTP
Client ID lf, Newton WWTP
Laboratory ID tt: 0901561-01
Matrix: Sludge
Extraction Method: 1311
Date of Analysis: 2/17/2009
l'.ar•ameter
IA-Dichlorobcnzene
2,0-Trichlorophenol
2,4,6--Trich Toro plieno I
2,4-Dinitrotoluene
Cresols '
Hexachloro-1,3-butadiene
i-lexachlorobenzene
Hexachloroetliane
Nitrobenzene
Pentachlorophenol
Pyridine '
TCLPBNA
Reimling Limi t
m /l
0.10
0.25
0.25
0.10.
5.0
0.10
0.1.0
0.10
0,10
0:25
0.25
Results
to /1
<0.1
<0.25
<0.25
<0.1
<5.0
<o.l
<0.1
<0.1
<0..1
<0,25
<0.25
L ..
Retrinlatd'ry Level
nt /1
7.5
400.0
2.0
0.13
200.0
0.50
0.13
3.0
2.0
100.0
5.0
Analytical integrity" A2LA Accreditation #0724.01 NEL.AP Certified
.1?(F:..)'14;3i;7. :�. . �Sf;J n nt.;if!':`: ?.'. .•1 w 'j'i _'i?; .t:jii••.,..; _ th

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ENVIRONMENTAL TECHNOLOGIES, INC.
rr.-1.c:�frt�t�rit:
7
February 19. 2009
Client: Synagro Soullleast .
Address: 284 Boger JU
Mocksville, NC 27028
Date Collected, 2/9/2009
[)ate Received: 2/11/2009
Pro,ject#; Newton WWTP
Client ID #: Newton WWTP
I-AoratoiylD #: 0901561-01
Matrix:: Sludge
Extractiolt Mellipd•: 1311
Date ofAnalysis: 2/ 1712009
TCLP Pesticides
Regorting-L•inilt
Results
Rej!ulatarvLevel
Parameter
m /l
ni 11
m /l
Chlordane
0.010
<0:01
0.030
Endrin
0.0020
<0.002
06020
Gamma-BHC
0.0020
<0:002
0.40
H'eptaohlor
0'•0020
<0.002
0.0080
Heptachlor Epoxide
0.0020
<0.002
0.0080
Med{oxychl.or
0.0020
<0.002
10.0
T.ox apliene
0.10
<0.1
0.50
"Analytical Integrity" A21-A Accreditation #0724.01 • NELAP Certified
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N f, ENVIRONMENTAL TECH14OLO GIES,. INC.
.•`i
Y
Felyruary 19, 2009
Client:
Synagr6 Southeast
Address:
284 Boger Rd.
Mocksville, NC 27029
Date Collected:
2/9/2009
Dale Received:
2/11/2009
Project 9:
Newton WWTP
Client ID ll:
Neyvton WWTP
Laboratory ID #; 0901561-01
Matrix:
sludge
Extraction Method: 1311
Date of Analysis: 2/17/2009
Parameter
2,4,5-TP(5ilvex)
2,4.D
TCLF HerUi !&
ROpoftine Limit
m Il1
0.50
5.0
Results
Smell)
<0.5
<5.0
8
ReeulhtorY Level
m 11
1.0
10.0
"Analytical Integrily" A21-A Accreditation 40724.01 NELAP Certified
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E01MY4160-111 SUMMIT
€s s ENVIF30NMENTAL TECHNOLOGIES, INC.
9
February 19.2009
Client: Synauro Southeast
Address: 284 Boger Rd.
Mocksville. NC 27028
Date Collected:
2/9/2009
Date Received:
2/11/2009
Project•#:
Newton WWTP
Client ID 4:
'Nemon WWTP
LaboratoryID k:
0901561-01
Matrix:
SIudge
Analyst:
AE
Parameter
Date of Analysis
Results
Units
Reporting -Limit
mef iod
PCBs
2/12/2009
BRL
mglkg
0.2
8082
Reactiye Cyanide
2/16/2009
BRL
mg/kg
0.5
7.3.3.2
Reactive Sulfide
2/1612009
BRL
mgikg
25.0
7.3.4.2
"Analytical Integrfty" A21-A Accreditation #0724.01 NELAP Certified
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SUMMIT
ENVIRONMENTAL TECHNOLOGIES, INC.
10
February 19,2009
Client- Synagro Southeasi
Address: 284 Boger Rd.
Mocksville, NC 27028
Date Collected:
V9/1069
Date Received:
211112000
Project M.
Newton W%ITP
Client 11)
Newton WWTP
Laboratory ID P-.
001561-01
Matrix:
Sludge
Analyst:
DVW
Parnter
PLIethod Results Date vf Analvsis
_me
Flash Point
1010 >140F 2112/2669
pH
9040 11.29 su@21.2 2113/2009
"Analyticaf integrity" A21-A Accreditation #0724.01 NELAP Certified
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