WQ0036723_Application_20230323

NC DIVISION OF WATER RESOURCES
Check Number: 001 R8544
Invoice Date
Invoice Number
P.O. Number
Voucher
Invoice Description Net Invoice Amount
02/2312023
022323
CLASS A PERMIT RENEWAL - 810.00
#W00036723
Vendor No. Vendor Name
Check No.
Check Date
Check Amount
5681 NC DIVISION OF WATER RESOURCES
00188544
03/03/2023
810.00
Town of Mooresville
Finance Department
P.O. Box 878
Mooresville, NC 28115
[phone] Fax [phone]
[e-mail]
'AY
Eight Hundred Ten Dollars and 00 Cents*
To the NC DIVISION OF WATER RESOURCES
Order Of ATTN: ANIMAL/DISCHARGE/NON-DISCHARGE
BILLING
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
VELLS FARGO BANK, N.A.
Check Check
Date Number 11-24
03/03/2023 00188544 1210
VOID IF NOT PRESENTED FOR PAYMENT WITHIN 180 DAYS
$810.00
Provisions for the payment of Ws warrant has been made by an
appropriation duly made or a bond or note duly authorized, as required by
the Local Govemment Budget and Fiscal Control Act.
Authorized Signature MP
Interim Finance Officer
1111100 18854411' I: 1 2 L000 2481: 2000000447 26311■

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & 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 Agolicant shall submit one original and two copies of the ai2vlication and
sun1aortin2 documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
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 06-16):
® Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The project name should be consistent on the plans, specifications, etc.
® The Applicant's Certification on Page 3 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(b1.
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
® Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
I �
Facility Classification New Permit Major Modification'
Major (residuals permitted for distribution > 3,000 dry tons/year) $1,310 i $395
I
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810 $245
' - 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 06-16 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)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104 a . Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104t2 iI B 1, including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (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 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
® Submit the O&M Plan in accordance with 15A NCAC 02T .I 110 and include at a minimum:
® Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
® Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
® Safety measures; may include safety training program, manuals, signs, etc.
® Spill response plan; including control, containment, remediation, emergency contact information, etc.
® Inspection plan including the following information;
® Names and titles of personnel responsible for conducting the inspections.
® Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
® Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
® Sampling and monitoring plan including the following information;
® Names and titles of personnel responsible for conducting the sampling and monitoring.
® Detailed description of monitoring procedures including parameters to be monitored.
® Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
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 conies of the application and
sugnorting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
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 11-15, FORM: DCAR 11-15, or FORM: SDR I1-15).
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 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC I 1-15) 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 "Maya Guidance for
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 I. 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.
® 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.
❑ 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.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

To: NCDWQ/AQUIFER PROTECTION SECTION/LAND APPLICATION UNIT
Re: Renewal for Class A Distribution Permit - Permit# WQ0036723
The Town of Mooresville wishes to Renew our Distribution of Class A residuals permit.
In this application package, we believe that all the requested information has been
provided. If additional information is needed, please see contact info at the bottom of
this letter.
Please see the attached documents referenced in the application, one original and two
copies.
➢ A check in the amount of $810.00 made payable to NCDEQ.
➢ Completed Distribution of Class A Residuals (DCAR 06-16) form.
➢ Attachment 1 - Program information and flow diagram
➢ Attachment 2 - Marketability Statement
➢ Attachment 3 — Product label/information sheet.
➢
Attachment 4
— Operation and Maintenance Plan.
➢
Completed Residuals Source Certification (RSC 06-16) form
➢
Attachment 5
— Vicinity Map.
➢
Attachment 6
— Quantitative justification statement.
➢
Attachment 7
— Sampling Plan.
➢
Attachment 8
— Laboratory analytical data.
Thank you for your time and consideration.
Allison Kraft, Utilities Director
Phone [phone]
akraft ci mooresvillenc. ,ov
Jamie Levis, WWTP Plant Manager
Phone [phone]
tlevis c mooresvillenc.gov
Larry Hendren, WWTP Biosolids Coordinator
Phone [phone]
lhendrenLd)mooresvillenc.g ov

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Mooresville
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Jamie Levis Title: Plant Manager
Applicant's mailing address: PO Box 878
City: Mooresville State: NC Zip: 28115-
Telephone number: [phone] Email Address:,ilevis[?mooresvillenc.gov
2. Consultant's name: License Number (for P.E.):
Affiliation: ❑ On Staff ❑ Retained (Firm: )
Consultant's mailing address:
City: State: Zip:
Telephone number: (`) Email Address:
3. Fee submitted: $810.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00036723
Date of most -recently issued permit: August 30, 2018
Date of most -recently certified Attachment A (if different than the permit): December 9. 2021
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Rocky River Wastewater Treatment Facility
City: Mooresville State: NC Zip: 28115-
Coordinates: Latitude: 35' 3 F 33" Longitude: 80' 46' 56"
Datum: Level of accuracy:
Method of measurement: GPS
County where facility is located: Iredell
2. Facility contact (person familiar with residuals preparation):
Name: Larry Hendren Title: Biosolids Coordinator
Mailing address: PO Box 878
City: Mooresville State: NC Zip: 28115-
Telephone number: [phone] E-mail address: [e-mail]
FORM: DCAR 06-16 Pagel of 3

3. Is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 180 days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); Bulk residuals given to local farmers
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 I Amounts to be added
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 1600 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 1100 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): Storage is on a covered and_ paved pad with dimensions I I P x 79'. Average
storage time is 60 days. Maximum storage time 180 day
6. Does the facility have a stormwater management plan? ® Yes; ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Storage area is under
permanent steel erected roof. Pad is also sloped in the event of water intrusion so that the runoff would be directed to a drainage
line that goes back to the head of the_plant.
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
, attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
❑ Yes KNo, Explain; — —P "'1A^
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for
(Facility Name)
C Da (-/� ? 13'
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,OO)(per violation.
3 � 3 2oZ
Signatur ,. Date: 3
.00"
FORM: DCAR 06-16 Page 3 of 3

4800�pS`
4.
!a� P not ap Attachment1' 1 1 1 1
Processed residual pellets are transported from dryer to covered facility where they
are stored from 30 — 180 days until recipients/end users are ready for delivery.
Recipients coordinate bulk hauling of residuals to their final destination through
correspondence with the Biosolids Coordinator.
Suggested nutrient limiting factors could be nitrogen, phosphorus, calcium and
aluminum.
Leachate is not a concern due to cover storage pad. However, pad is sloped to drainage
line as an extra safety precaution.
Process flow is explained below:
Waste activated sludge is pumped from WAS basin to one of two aerobic digesters.
Sludge is held in digesters before being pumped to a belt press.
The sludge is dewatered and pressed to achieve an approximate 14-16% cake which is
conveyed to a storage hopper.
The cake is then conveyed to the belt dryer system where it is heated for 4 hours at —20OF
to achieve 90% - 98% dry Class A pellet.
Dry pellets are conveyed to a dump truck.
Dump truck transfers product to the covered storage facility until ready for final bulk
shipping. Loaded trucks leaving the facility contain 4 — 8 tons of residuals depending on
the vehicle.

of F400r�.S,
la�eR\NVolcfia�Attachment 2 — Marketability Statement
All Class A residuals are distributed to local farmers who land apply in accordance with
the Town of Mooresville Utilization Agreement. Residuals were applied at predetermined
agronomic rates by their own equipment. A total of 1093.02 dry tons left the facility in
2022. For 2021 we completed a permit modification to raise our distribution rate to 1600
dry tons per year.

Attachment 3 — Product Label/Information Sheet
No product label — Current Class A Utilization Agreement Included

TOWN OF MOORESVILLE CLASS A BIOSOLID PELLETS
UTILIZATION AGREEMENT
DISTRIBUTED UNDER NC DWQ PERMIT # WQ0036723
I. CONTACT INFORMATION
THIRD PARTY
INFORMATION
Name
Mailing Address
Phone Number
Email
TOWN OF MOORESVILE
INFORMATION
Larry Hendren
(Permittee Designee)
P.O. Box 878, Mooresville NC 28115
704-799-4063
[e-mail]
II . DESCRIPTION
This is pelletized material produced from the heat treatment of residuals from municipal wastewater. This
product meets the standards for a Class A biosolid product according to the EPA's 40 CFR Part 503
regulations.
III. RESTRICTIONS
Residual land application is prohibited except in accordance with the instructions on this Utilization Agreement:
1. 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
2. If the application causes prolonged nuisance conditions
3. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards
4. If the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that runoff of the
residuals would occur
5. 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
6. 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
7. If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to achieve
a final soil pH of at least 6.0, or if an agronomist provides information indicating that the pH of the soil,
residuals and lime mixture is suitable for the specified crop
8. 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
9. If the vertical separation between the seasonal high water table and the depth of residuals application is
less than one foot
10. If the vertical separation of bedrock and the depth of residuals application is less than one foot
11. Biological Residuals shall not be stockpiled for more than 30 days prior to distribution
12. The Third Party accepting the residuals shall provide the Permittee with all other nutrient applications
(i.e. organic and/or inorganic fertilizers)
13. A copy of this Utilization Agreement shall be maintained at the site when bulk residuals are being
applied
14. The residuals shall be prevented from entering any public or private water supply source (including
wells) and any surface waters (e.g. streams, lake, river, wetland)
15. Residuals should be land applied at agronomic rates
0 2021 Town of Mooresville

16. Submission of Soil Samples prior to distribution of product
17. 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. SETBACKS Applicable setbacks in accordance with 15A NCAC 02T .1108(b):
Description of Setback
Setback by type of
application (feet)
Cake Residuals
Private or public water supply
100
Surface Waters (streams — intermittent and perennial, perennial
waterbodies, and wetlands)
25
Surface water diversions (ephemeral streams, waterways, ditches
0
Groundwater lowering ditches (where the bottom of the ditch intersects
the SHWT)
0
Wells with exception to monitor' wells
100
Bedrock outcrops
0
V. APPLICATION RATES
Application Rates should not exceed the calculated nitrogen requirements based on the Realistic Yield
Expectation for a particular crop and the predominant soil series within the application area.
This product has a North Carolina Fertilizer label of 5% Nitrogen — 1% Phosphorus — 0% Potassium ratio, but
given that it is generated from aerobically digested residual biosolids it is assumed that a 30% mineralization rate
(Organic Nitrogen to Plant Available Nitrogen) is used to calculated the Plant Available Nitrogen (PAN). The
PAN listed below should be used along with other nutrient application to determine agronomic rates.
NUTRIENT RANGES
Percent Solids: 94-98%
Total Nitrogen: 22-100 lbs_ ton
Ammonia Nitrogen: 0.4-61bs/ton
Nitrate/Nitrite Nitrogen: 0 - 0.01 lbs/ ton
PAN: 7-40 lbs/ton
Total Phosphorus: 20-38 lbs1 ton (as P-O;)
Total Potassium:
V. AGREEMENT
0-10 lbs/ton (as K 0)
Larry Hendren, Town of Mooresville Date
Approximate Density:15 - 20 lbs ft3
Third Party (Printed Name)
Third Party (Signature) Date
0 2021 Town of Mooresville

1 1
Attachment 4 — Operations and Maintenance Plan
Operations and Maintenance
The Town of Mooresville's Rocky River WWTP is permitted to discharge 7.5mgd. The
current average flow is 4.Omgd. The incoming waste stream is protected from excessive
fats, oils, and grease by our FOG program though a system of monitoring and permitting
local dischargers.
The incoming waste stream is further protected from heavy metals and other toxins through
our industrial Pretreatment program system of permitting and monitoring.
The plant's extended air activated sludge is managed by our Operations Supervisor and
Biosolids Coordinator. This sludge is pumped to one of two digesters. We operate the
digesters on a rotational basis filling and digesting one while removing sludge from the
other via our belt press. We rotate the digester functions approximately every 30 days.
The belt press solids are then transferred to the belt dryer system where we achieve an
average dryness of 95%.
All maintenance and calibration schedules are based on manufacturer's recommendations.
Safety protocols are based on OHSA requirements.
All wet processes are either contained or directed to an internal drainage system that leads
back to the head of the plant.
Inspection Plan
Daily inspections are performed by the Biosolids Coordinator of all equipment, safety, and
records. Any problems are reported to the Operations Supervisor.
Weekly inspections are performed by the Operations Supervisor of all equipment, safety,
and records. Any problems are reported to the Plant Manager.
Monthly inspections are performed by the Plant Manager of all equipment, safety, and
records. Any problems are reported to the Utilities Director.
Annual review performed by the Utilities Director.
Annual safety inspection performed by the Town's Safety Committee.
During operational inspections if any noncompliant solids are observed they will be
reintroduced to the system of disposed of in a lined landfill.
All safety issues will be corrected in house as soon as noted.

All records will be verified monthly by at least three people.
Sampling Plan
In house percent solids testing will be done by the Biosolids Coordinator and verified by
our Laboratory Analyst.
Samples will be sent to a certified commercial lab for TCLP analyses.
Ignitability, corrosivity and reactivity will be conducted annually.
Metals, nutrients, VOC, SVOC, herbicides, pesticides, pH and pathogens will be conducted
quarterly.
Heat drying will be used to meet pathogen reduction.
Drying of stabilized residuals will be used to meet vector attraction reduction.
Sample location will be at the exit of the dryer.
Sample type will be grab.

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State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Rock. River Wastewater Treatment Facility
2. Facility permit holder is: ❑ Federal, ❑ State, ® Local Government, or ❑ Private.
Facility permit issued by: ® Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: ).
3. Facility contact person and title: Larry Hendren
Complete mailing address: PO Box 878
City: Mooresville State: NC Zip: 28115-
Telephone number: [phone] E-mail address: lhendrennmooresvillencgov
4. Facility physical address: 369 Johnson Dairy Rd
City: Mooresville State: NC Zip: 28115-
Coordinates: Latitude: 35' 3 F 33" Longitude: 80' 46' 56"
Datum: Level of accuracy:
Method of measurement: GPS
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: ).
6. Does the facility have an approved pretreatment program: ® Yes ❑ No
7. Facility permitted/design flow: 75 MGD and facility average daily flow: 4 MGD
8. Average amount of residuals being generated at this facility 1100 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 1.1MG aerobic digestion, belt press to 14%-16% solids, heat dry to above 90%
solids
Type and volume of residuals storage (i.e., outside of residuals treatment units): 111' x 79' covered Rad
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
® 40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257,
2. Specify if residuals are defined under 15A NCAC 02T.1102; 6) as:
® Biological ❑ Non -Biological
FORM: RSC 06-16 Page 1 of
61

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes ® no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as well
as those for corrosivity, ignitability, and reactivity:
Laboratory: WWOint Analytical and Date of analysis: 1-9-23
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: 204.8 OF (> 140°F)
Passed reactivity test: ®yes ❑no. HCN: <0.125 mg/kg (<250) & H2S: <25 mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(m9/1)
TCLP Parameter
Limit
(mg/1)
Result
(m9/1)
Arsenic
5.0
<0.250
Hexachlorobenzene
0.13
<0.100
Barium
100.0
<0.250
Hexachloro-1,3-Butadiene
0.5
N/A
Benzene
0.5
<0.0050
Hexachloroethane
3.0
<0.100
Cadmium
1.0
<0.0500
Lead
5.0
<0.100
Carbon Tetrachloride
0.5
<0.0200
Lindane
0.4
N/A
Chlordane
0.03
<0.02000
Mercury
0.2
<0.0200
Chlorobenzene
100.0
<0,.0050
Methoxychlor
10.0
<0.004000
Chloroform
6.0
<0.0050
Methyl Ethyl Ketone
200.0
0.209
Chromium
5.0
<0.100
Nitrobenzene
2.0
<0.100
m-Cresol
200.0
N/A
Pentachlorophenol
100.0
<0.200
o-Cresol
200.0
N/A
Pyridine
5.0
<0.100
p-Cresol
200.0
N/A
Selenium
1.0
<0.500
Cresol
200.0
N/A
Silver
5.0
<0.0500
2,4-D
10.0
<0.0200
Tetrachloroethylene
0.7
N/A
1,4-Dichlorobenzene
7.5
<0.0050
Toxaphene
0.5
<0.03000
1,2-Dichloroethane
0.5
<0.0050
Trichloroethylene
0.5
N/A
1, 1 -Dichloroethylene
0.7
<0.0050
2,4,5-Trichlorophenol
400.0
<0.100
2,4-Dinitrotoluene
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.100
Endrin
0.02
<0.004000
2,4,5-TP (Silvex)
1.0
<0.0020
Heptachlor and its Hydroxide
0.008
N/A
Vinyl Chloride
0.2
<0.0050
FORM: RSC 06-16 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 DistributionlLand Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Waypoint Analytical and Date of analysis: 1-9-23
Parameter Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
3.59
Cadmium
85
39
0.582
Copper
4,300
1,500
176
Lead
840
300
8.77
Mercury
57
17
<0.196
Molybdenum
75
n/a
12.8
Nickel
420
420
10.2
Selenium
100
100
2.81
Zinc
7,500
2,800
370
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal
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 06-16 Page 3 of

FORM: RSC 06-16 Page 4 of

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Waypoint Analytical and Date of analysis: 1-9-23
Parameter
Result
(mg/kg)
Aluminum
15000
Ammonia -Nitrogen
3120
Calcium
13100
Magnesium
2530
Nitrate -Nitrite Nitrogen
<10.4
pH (Standard Unit)
6.5
Phosphorus
16900
Potassium
2970
Sodium
795
Total Kjeldahl Nitrogen
53100
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 2.13
[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: 30 %. This rate
is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (11t) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
9,640
Injection/Incorporation
10,490
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 06-16 Page 5 of

7. Pathoeen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application OL Class A or E uivalent:
® 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. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(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.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
® Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ® heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
❑ Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal.
® Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.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.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 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. 1107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.I 107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur
when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 6 of 5

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t she Nunn�o
Attachment 5 — Vicinity Map
The attached Vicinity Map was obtained from Iredell County GIS Website and includes an
overview of the entirety of the plant.

ireaeu uounry, i%jorEn tarouna
Tax Map Information
• PIN
4675025684.000
• Address
369 JOHNSON DAIRY RD
•Account#
Acct 47807000
• Tax Owner
TOWN OF MOORESVILLE
• Mailing
PO BOX 878
Address
•
MOORESVILLE, NC 28115
• GIS Owner
TOWN OF MOORESVILLE
• Deed Info
10011213 - WD - 19961009
• Tax Acres
244.065 AC
Lot #
• Description
TOWN OF MOORESVILLE SR1146
ANNEX PB43-3
• Zoning
RLS
• Old Parcel#
0301E000OOA017
• Bldg Value
$51.450
• OBXF Value
$0
• Land Value
$1,903,710
• Total Value
$1,955,160
• Defer Value
$0
•Tax
MOORESVILLE---
Districts
Rocky River VWIWTP
MAP FOR REFERENCE ONLY
NOT A LEGAL DOCUM ENT
Iredell County, North Carolina makes no claims and no
warranties, expressed or implied, concerning the validity or
accuracy of the GIS data presented on this map.
Geometry updated 0211612023
Data updated 02/16/2023
r
f—CUIUdIy LIJ, GVLJ
1" = 271.44626735956274 ft
�.,Joliris 1
Print map scale is approximate.
Critical layout or measurement
activities should not be done using
this resource.

Attachment 6 — Quantitative Justification Statement
The figure presented in Section 1.8. was based upon the 2022 Class A Annual Sludge
Report. We are currently permitted to produce 1600 dry tons. Records state that a total of
1093.02 dry tons left the facility in 2022. We are currently running the dryer at the
maximum capacity and operate on a 24/7 basis except during periods of maintenance or
malfunction. Residuals production greater than the permitted 1600 dry tons would be
unlikely without major dryer modifications and are not forecasted for the upcoming
permit term.

`rho NormalAttachment 7 — Sampling Plan
Sampling Plan
In house percent solids testing will be done by the Biosolids Coordinator and verified by
our Laboratory Analyst.
Samples will be sent to Waypoint Analytical, a certified commercial lab for TCLP
analyses.
Ignitability, corrosivity and reactivity will be conducted annually.
Metals, nutrients, VOC, SVOC, herbicides, pesticides, pH and pathogens will be conducted
quarterly.
Heat drying will be used to meet pathogen reduction.
Drying of stabilized residuals will be used to meet vector attraction reduction.
Sample location will be at the exit of the dryer.
Sample type will be grab.

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l,�k� Norota�
Attachment 8 — Laboratory Data
The attached laboratory data was used to complete Residuals Source Certification (RSC
06-16).

0
Waypoint
ANALYTICAL
2/14/2023
Town of Mooresville/RR WWTP
Whitney Munroe
369 Johnson Dairy Rd.
Mooreseville, NC, 28115
Ref: Analytical Testing
Revised Lab Report Number: 23-009-0011
Client Project Description: Class A
Dear Whitney Munroe:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 1/9/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerell�y,,� /)f
Terri W Cole
Laboratory Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 20

Waypoint,
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Protiram
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/28/2023
Arkansas
State Program
88-0650
02/07/2023
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
02/18/2023
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
02/11/2023
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program -
NELAP
68-03195
05/31/2023
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program -
NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program -
NELAP
460181
09/14/2023
Page 1 of 1 00016/23-009-0011
Page 2 of 20

s
(2)Charlotte, NC 28217
Waypo�nt ' 449 Springbrook Rd, Ch
Main 704.529.6364
VA LYT I CAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-009-0011
Client Project Description: Class A
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
97038
Class A
Sludge
01/09/2023 08:27
01/09/2023 11:31
97038
Class A
Sludge
01/09/2023 08:27
01/09/2023 11:31
7470A
WP MTN
97038
Class A
Sludge
O1/09/2023 08:27
01/09/2023 11:31
8270C
WP MTN
97038
Class A
Sludge
01/09/2023 08:27
01/09/2023 11:31
SW-1311
WP MTN
97038
Class A
Sludge
01/09/2023 08:27
01/09/2023 11:31
6010D
WP MTN
97038
Class A
Sludge
O1/09/2023 08:27
01/09/2023 11:31
8151A
WP MTN
97038
Class A
Sludge
O1/09/2023 08:27
01/09/2023 11:31
8081E
WP MTN
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
350.1
AES
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
9045D
WP MTN
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
7471A
WP MTN
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
6010D
WP MTN
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
4500NORGD-2011
WP MTN
97039
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
SW-DRYWT
WP MTN
97039
Class A
Solids
O1/09/2023 08:47
01/09/2023 11:31
2540G-2011
WP MTN
97079
Class A SAR
Solids
O1/09/2023 08:47
01/09/2023 11:31
SW-DRYWT
WP MTN
97079
Class A SAR
Solids
O1/09/2023 08:47
01/09/2023 11:31
Saturate Paste
WP MTN
AES: Analytical Environmental Services, Inc., Atlanta, GA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 20

Waypointo
ANALYTICAL
Client: Town of Mooresville/RR VWVfP
Project: Class A
Lab Report Number: 23-009-0011
Date: 2/14/2023
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
This is a revised report and supersedes the original laboratory report dated 2/3123. Calcium, magnesium,
and sodium have been added to the metals list (mg/Kg).
Report Comments
Ammonia was subcontracted to Analytical Environmental Services.
Block Digestion and FIA Method 4500NORGD-2011
QC Batch No: L658309
Matrix spike recovery is outside of control limits. Acceptable LCS recovery indicates the system was in control,
but the reported result could be affected by matrix interference.
Separatory Funnel Extraction 8081 Method 3510C
Sample 97038 (Class A)
QC Batch No: 1-659760/1-659760
The weight/volume extracted was reduced during the extraction procedure due to the nature of the sample.
Reporting limits are factored for the sample size reduction.
Separatory Funnel Extraction 8270 Method 3510C
Sample 97038 (Class A)
QC Batch No: 1-659728/1-659728
The weight/volume extracted was reduced during the extraction procedure due to the nature of the sample.
Reporting limits are factored for the sample size reduction.
Metals Analysis Method 6010D
Sample 97039 (Class A)
Analyte: Aluminum
QC Batch No: 1-658928/1-658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Calcium
QC Batch No: 1-658928/1-658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Copper
QC Batch No: 1-658650/1-658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Potassium
QC Batch No: 1-658928/1-658311
Page 4 of 20

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Potassium
QC Batch No: L659032IL658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Magnesium
QC Batch No: 1-658650/1-658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Phosphorus
QC Batch No: L658928/L658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 97039 (Class A)
Analyte: Zinc
QC Batch No: 1-658650/1-658311
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Semivolatile Organic Compounds - GC/MS (TCLP) Method 8270D
Sample 97038 (Class A)
QC Batch No: L659895/L659728
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
SAR=[Na]/SQRT{([Ca]+[Mg])/2}
SAR=[7.59]/SQRT{([14.4]+[11.0])/2}
SAR=[7.59]/SQRT{([25.4])/2}
SAR=[7.59]/SQRT{12.7}
SAR = 2.13
Concentrations for Na, Ca, and Mg are expressed in milliequivalents per liter, and SQRT designates taking the
square root of the operand in parentheses.
PAN Equation = 0.3 * (TKN —Ammonia) + 0.5 * (Ammonia) + Nitrate -Nitrite
PAN = 0.3 * (53100-3120) + 0.5 * (3120) + (10)
PAN = 16559
Page 5 of 20

Waypointo
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
Report Number: 23-009-0011 REPOR T OF A NA L YSIS
Lab No : 97038
Sample ID : Class A
Matrix: Sludge
Sampled: 1/9/2023 8:27
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
TCLP Herbicide Extraction
Leachate
1
01/12/23 14:00
PHE
SW-1311
TCLP Metals Extraction
Leachate
1
01/12/23 14:00
PHE
SW-1311
TCLP Pesticide Extraction
Leachate
1
01/12/23 14:00
PHE
SW-1311
TCLP SVOC Extraction
Leachate
1
01/12/23 14:00
PHE
SW-1311
TCLP VOC ZHE Extraction
Leachate
1
01/12/23 12:00
TBL
SW-1311 (ZHE)
Analytical Method: 6010D
Prep Batch(es):
L658666
01/16/23 11:20
Prep Method: 3015A
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
TCLP Arsenic
<0.250
mg/L
0.250
1
01/16/23 17:41
TJS
L658925
TCLP Barium
<0.250
mg/L
0.250
1
01/16/23 17:41
TJS
L658925
TCLP Cadmium
<0.0500
mg/L
0.0500
1
01/16/23 17:41
TJS
L658925
TCLP Chromium
<0.100
mg/L
0.100
1
01/16/23 17:41
TJS
L658925
TCLP Lead
<0.100
mg/L
0.100
1
01/16/23 17:41
TJS
L658925
TCLP Selenium
<0.500
mg/L
0.500
1
01/16/23 17:41
TJS
L658925
TCLP Silver
<0.0500
mg/L
0.0500
1
01/16/23 17:41
TJS
L658925
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
H Beyond holding time
Page 6 of 20

Waypoint.0
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
Report Number : 23-009-0011
REPORT OPANALYSIS
Lab No : 97038
Matrix: Sludge
Sample ID : Class A
Sampled: 1/9/2023
8:27
Analytical Method: 7470A
Prep Batch(es):
L660377
01/25/23 10:56
Prep Method: 7470A
Test
Results
Units
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
TCLP Mercury
<0.0200
mg/L
0.0200
1
01/25/23 15:44 JTR
L660548
Analytical Method: 8081B
Prep Batch(es):
L659760
01/20/23 16:20
Prep Method: 3510C
Test
Results
Units
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
TCLP Endrin
<0.004000
mg/L
0.004000
10
01/20/23 23:34 NFP
L659894
TCLP gamma-BHC
<0.004000
mg/L
0.004000
10
01/20/23 23:34 NFP
L659894
TCLP Methoxychlor
<0.004000
mg/L
0.004000
10
01/20/23 23:34 NFP
L659894
TCLP Toxaphene
<0.03000
mg/L
0.03000
10
01/20/23 23:34 NFP
L659894
TCLP Chlordane
<0.02000
mg/L
0.02000
10
01/20/23 23:34 NFP
L659894
TCLP Heptachlor Epoxide
<0.004000
mg/L
0.004000
10
01/20/23 23:34 NFP
L659894
TCLP Heptachlor
<0.004000
mg/L
0.004000
10
01/20/23 23:34 NFP
L659894
Surrogate: Decachlorobiphenyl
75.83
Limits: 36-116%
10 01/20/23 23:34 NFP
L659894
Surrogate: Tetrachloro-m-xylene
58.50
Limits: 25-123%
10 01/20/23 23:34 NFP
L659894
Analytical Method: 8151A
Prep Batch(es):
L659539
01/19/23 17:20
Prep Method: 8151A
Test
Results
Units
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
TCLP 2,4-D
<0.0200
mg/L
0.0200
1
01/20/23 20:26 NFP
L659908
TCLP 2,4,5-TP (Silvex)
<0.0020
mg/L
0.0020
1
01/20/23 20:26 NFP
L659908
Surrogate: DCAA
58.40
Limits: 20-120%
1 01/20/23 20:26 NFP
L659908
Qualifiers/ DF Dilution Factor
H Beyond holding time
Definitions MQL Method Quantitation
Limit
Page 7 of 20

Waypointo
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
Report Number: 23-009-0011
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
REPORT OFANALYSIS
Lab No : 97038
Matrix: Sludge
Sample ID : Class A
Sampled:
1/9/2023 8:27
Analytical Method: 8260D
Prep Batch(es):
V29271 01/27/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
TCLP Benzene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP Carbon Tetrachloride
<0.0200
mg/L
0.0200
10
01/27/23 17:14
MSA
V29272
TCLP Chlorobenzene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP Chloroform
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP 1,4-Dichlorobenzene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP 1,2-Dichloroethane
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP 1,1-Dichloroethene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP Methyl Ethyl Ketone (MEK)
0.209
mg/L
0.0500
10
01/27/23 17:14
MSA
V29272
TCLP Tetrachloroethene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP Trichloroethene
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
TCLP Vinyl Chloride
<0.0050
mg/L
0.0050
10
01/27/23 17:14
MSA
V29272
Surrogate:4-Bromofluorobenzene
105
Limits: 80-124%
10 01/27/23 17:14
MSA
V29272
Surrogate: Dibromofluoromethane
102
Limits: 75-129%
10 01/27/23 17:14
MSA
V29272
Surrogate: Toluene-d8
110
Limits: 77-123%
10 01/27/23 17:14
MSA
V29272
Analytical Method: 8270C
Prep Batch(es):
L659728 01/20/23 14:30
Prep Method: 3510C
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
TCLP 2-Methylphenol
<0.100
mg/L
0.100
2
01/21/23 02:09
VBW
L659895
TCLP 3&4 Methylphenol
<0.200
mg/L
0.200
2
01/21/23 02:09
VBW
L659895
TCLP 2,4-Dinitrotoluene
<0.100
mg/L
0.100
2
01/21/23 02:09
VBW
L659895
TCLP Hexachlorobenzene
<0.100
mg/L
0.100
2
01/21/23 02:09
VBW
L659895
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions MQL Method Quantitation Limit
Page 8 of 20

Waypointo
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
Report Number: 23-009-0011
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
REPORT OFANAL PSIS
Lab No : 97038
Sample ID : Class A
Analytical Method: 8270C
Prep Method: 3510C
Test
Results
Prep Batch(es):
Units
Matrix: Sludge
Sampled: 1/9/2023 8:27
L659728 01/20/23 14:30
MQL DF Date / Time By Analytical
Analyzed Batch
TCLP Hexachlorobutadiene
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
TCLP Hexachloroethane
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
TCLP Nitrobenzene
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
TCLP Pentachlorophenol
<0.200
mg/L
0.200
2
01/21/23 02:09 VBW
L659895
TCLP Pyridine
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
TCLP 2,4,5-Trichlorophenol
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
TCLP 2,4,6-Trichlorophenol
<0.100
mg/L
0.100
2
01/21/23 02:09 VBW
L659895
Surrogate: TCLP 2,4,6-Tribromophenol
50.1
Limits: 42-102%
2 01/21/23 02:09 VBW
L659895
Surrogate: TCLP 2-Fluorobiphenyl
43.7
Limits: 24-86%
2 01/21/23 02:09 VBW
L659895
Surrogate: TCLP 2-Fluorophenol
16.7
Limits: 13-37%
2 01/21/23 02:09 VBW
L659895
Surrogate: TCLP 4-Terphenyl-d14
57.2
Limits: 30-122%
2 01/21/23 02:09 VBW
L659895
Surrogate: TCLP Nitrobenzene-d5
43.9
Limits: 25-78%
2 01/21/23 02:09 VBW
L659895
Surrogate: TCLP Phenol-d6
11.0
Limits: 9-27%
2 01/21/23 02:09 VBW
L659895
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
H Beyond holding time
Page 9 of 20

Waypointo
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
Report Number:23-009-0011
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
REPORT OFANALYBIS
Lab No : 97039
Matrix: Solids
Sample ID : Class A
Sampled:
1/9/2023 8:47
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Fecal Coliform MPN/g
<2.5
MPN/g - dry
2.5
1
01/09/23 12:03
SMW
9221E-2011
Moisture
20.9
%
1
01/17/2316:06
FMM
SW-DRYWT
Ammonia Nitrogen
3120
mg/Kg AR
1
350.1
pH
6.5 H
s.u.
1
01/23/23 14:00
SAR
9045D
Total Solids
79.1 H
%
0.010
1
01/17/23 16:06
FMM
2540G-2011
Total Kjeldahl Nitrogen
53100
mg/Kg - dry
1260
20
01/16/23 11:53
ANH 4500NORGD-2011
Phosphorus
16900
mg/Kg - dry
31.6
5
01/16/23 20:15
TJS
6010D
Aluminum
15000
mg/Kg - dry
31.6
5
01/16/23 20:15
TJS
6010D
Arsenic
3.59
mg/Kg - dry
0.632
1
01/14/23 03:08
TJS
6010D
Cadmium
0.582
mg/Kg - dry
0.126
1
01/14/23 03:08
TJS
6010D
Calcium
13100
mg/Kg - dry
316
5
01/16/23 20:15
TJS
6010D
Copper
176
mg/Kg - dry
0.632
1
01/14/23 03:08
TJS
6010D
Lead
8.77
mg/Kg - dry
0.379
1
01/14/23 03:08
TJS
6010D
Magnesium
2530
mg/Kg - dry
6.32
1
01/14/23 03:08
TJS
6010D
Mercury (Total)
<0.196
mg/Kg - dry
0.196
1
01/19/23 16:12
JTR
7471A
Molybdenum
12.8
mg/Kg - dry
0.316
1
01/14/23 03:08
TJS
6010D
Nickel
10.2
mg/Kg - dry
0.316
1
01/14/23 03:08
TIS
6010D
Potassium
2970
mg/Kg - dry
63.2
5
01/17/23 14:04
TJS
6010D
Selenium
2.81
mg/Kg - dry
0.632
1
01/14/23 03:08
TJS
6010D
Sodium
795
mg/Kg - dry
31.6
1
01/14/23 03:08
TJS
6010D
Zinc
370
mg/Kg - dry
1.58
1
01/14/23 03:08
TJS
6010D
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions MQL
Method Quantitation Limit
Page 10 of 20

Waypointo
ANALYTICAL
01205
Town of Mooresville/RR WWTP Project Class A
Whitney Munroe
369 Johnson Dairy Rd. Information
Mooreseville , NC 28115
Report Number:23-009-0011
Lab No : 97079
Sample ID : Class A SAR
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytFcal.com
Original Report Date : 02/03/2023
Revised Report Date: 02/14/2023
Received : 01/09/2023
REPORT OF ANALYSIS
Test Results Units
Matrix: Solids
Sampled: 1/9/2023 8:47
MQL DF Date / Time By Analytical
Analyzed Method
Calcium (saturated paste)
14.4
meq/L 0.005
1
01/17/23 14:16
SWL
Saturate Paste
Magnesium (saturated paste)
11.0
meq/L 0.008
1
01/17/23 14:16
SWL
Saturate Paste
Sodium (saturated paste)
7.59
meq/L 0.004
1
01/17/23 14:16
SWL
Saturate Paste
Sodium Absorption Ratio
2.13
1
01/17/23 14:16
SWL
Saturate Paste
Moisture
3.51
%
1
01/23/2316:46
FMM
SW-DRYWT
Qualifiers/ DF Dilution Factor
Definitions
H Beyond holding time
Page 11 of 20

0
Access
c ANALYTICAL. INC.
ANALYTICAL REPORT
CLIENT
Waypoint Analytical, LLC (Charlotte)
449 Springbrook Road
Charlotte NC 28217
ATTENTION
Terri W Cole
PROJECT ID
23-009-0011
LABORATORY REPORT NUMBER
2301B68
DATE
January 17, 2023
Primary Data Review By Secondary Data Review By
Ashley Amick
Chris Pafford
Project Manager, Access Analytical
Project Manager, AES [e-mail]
PLEASE NOTE:
Unless otherwise noted, all analysis on this report performed at Analytical Environmental Services Inc. (AES Inc),
3080 Presidential Drive, Atlanta, GA 30340.
AES is SCDHEC certified laboratory # 98016, NCDENR certified lab # 562, GA certified lab # FL-E87582,
NELAP certified laboratory # E87582
AIHA-LAP,LLC Laboratory ID:100671 for Industrial Hygiene samples (Organics, Metals, PCM Asbestos,
Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental Microbiology (Fungal)
Direct Examination.
Local support services for this project are provided by Access Analytical, Inc. Access Analytical is a
representative of AES serving client in the SC/NC/GA areas. All questions regarding this report should be directed
to your local Access Analytical representative at 803.781.4243 or toll fee at 883.315.4243
Page 12 of 20 Page 1 of 6

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Analytical Environmental Services, Inc
Date:
17-Jan-23
Client: Waypoint Analytical, LLC (Charlotte)
Client Sample ID: 97039
Lab Order 2301 B68
Tag Number:
Class A
Project Name: 23-009-0011
Collection Date:
1/9/2023
8:47:00 AM
Lab ID: 2301B68-OOIA
Matrix:
Solid
ReportingUnits
Analyses Result Qual MDL
BatchID DF
Date Analyzed Analyst
Limit
Nitrogen, Ammonia (as N) Extractable E350.1 MOD
(E350.1)
Nitrogen, Ammonia (As N) Extractable 3120 104
212 mg/Kg-dry
349327 20
01/17/2023 11:23 TL
PERCENT MOISTURE D2216
Percent Moisture 8.35 0
0 wt°/
R506077 1
01/13/2023 00:00 JW
Qualifiers: . Value exceeds maximum contaminant level
BRL Not Detected at MDL
H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated value above quantitation range
S Spike Recovery outside limits due to matrix
> Greater than Result value
J Estimated value detected below Reporting Limit
< Less than Result value
Page 14 of 20
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End of Report
Page 17 of 20 Page 6 of 6

0 (2)
Waypoint
ANALYTICAL
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waVpointanalytical.com
Shipment Receipt Form
Customer Number: 01205
Customer Name: Town of Mooresville/RR WWTP
Report Number: 23-009-0011
Shipping Method
0 Fed Ex 0 US Postal !. Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IIRT153.3C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F1
Custody seals intact on shipping container/cooler?
0 Yes
0 No
!: Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
;1W Not Present
Chain of Custody (COC) present?
0 Yes
0 No
COC agrees with sample label(s)?
• Yes
0 No
COC properly completed
• Yes
0 No
Samples in proper containers?
• Yes
No
Sample containers intact?
• Yes
0 No
Sufficient sample volume for indicated test(s)?
• Yes
0 No
All samples received within holding time?
• Yes
0 No
Cooler temperature in compliance?
i Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
■ Yes
0 No
Water - Sample containers properly preserved
%: Yes
0 No
0 N/A
Water - VOA vials free of headspace
0 Yes
0 No
.0 N/A
Trip Blanks received with VOAs
0 Yes
0 No
/, N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
N/A
High concentration container (48 hr)
High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes No
Comments:
Signature: Angelo Norvell Date & Time: 01/09/2023 14:18:50
Page 18 of 20

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Page 20 of 20

Waypoint
ANALYTICAL
1 /24/2023
Town of Mooresville/RR WWTP
Whitney Munroe
369 Johnson Dairy Rd.
Mooreseville, NC, 28115
Ref: Analytical Testing
Lab Report Number: 23-009-0005
Client Project Description: Class A TCLP
Dear Whitney Munroe:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waVpointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 1/9/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
6fflA-6 LO
Terri W Cole
Laboratory Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 8

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WI? CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
E�xiration Date
Alabama
State Program
40750
02/28/2023
Arkansas
State Program
88-0650
02/07/2023
California
State Program
2904
06/30/2023
Florida
State Program - NELAP
E871157
06/30/2023
Georgia
State Program
C044
02/18/2023
Georgia
State Program
04015
06/30/2023
Illinois
State Program - NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program - NELAP
LA037
12/31/2023
Louisiana
State Program - NELAP
04015
06/30/2023
Mississippi
State Program
MS
02/11/2023
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program - NELAP
68-03195
05/31/2023
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program - NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program - NELAP
460181
09/14/2023
Page 1 of 1 00016/23-009-0005
Page 2 of 8

Waypointo
ANALYTICAL
Report Number: 23-009-0005
Client Project Description: Class A TCLP
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Sample Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
97027
Class A
Sludge
01/09/2023 08:47
O1/09/2023 11:31
SW-1311
WP MTN
97027
Class A
Sludge
01/09/2023 08:47
01/09/2023 11:31
8270C
WP MTN
97028
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
97028
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
SW-7.3.3
WP MTN
97028
Class A
Solids
O1/09/2023 08:47
01/09/2023 11:31
2540G-2011
WP MTN
97028
Class A
Solids
O1/09/2023 08:47
01/09/2023 11:31
SW-7.3.4
WP MTN
97028
Class A
Solids
01/09/2023 08:47
01/09/2023 11:31
9045D
WP MTN
97028
Class A
Solids
O1/09/2023 08:47
01/09/2023 11:31
ASTM D93-80
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 8

0
Waypoint
ANALYTICAL
Client: Town of Mooresville/RR WWTP
Project: Class A TCLP
Lab Report Number: 23-009-0005
Date: 1 /23/2023
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyfical.com
CASE NARRATIVE
Flashpoint Method ASTM D93-80
QC Batch No: L659394
The sample analysis was performed using a modified version of the reference method. Due to the sample matrix,
the continual stirring required by the method had to be omitted.
Separatory Funnel Extraction 8270 Method 3510C
Sample 97027 (Class A)
QC Batch No: 1-659728/1-659728
The weight/volume extracted was reduced during the extraction procedure due to the nature of the sample.
Reporting limits are factored for the sample size reduction.
Semivolatile Organic Compounds - GC/MS (TCLP) Method 8270D
Sample 97027 (Class A)
QC Batch No: 1-659895/1-659728
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Page 4 of 8

Wayp i
,,
01205 ANALYTICAL
Town of Mooresville/RR WWTp
Whitney Munroe
369 Joh Project
nson Dairy Rd.
MOOrese,ille , NC 28115
Information :
Report Number:23_00g_0005
Lab No : 97027
Sample ID : Class A
Test
TCLP SVOC Extraction
Analytical Method: 8270C
Prep Method;
3510C
Test
TCLP 2-Methylphenol
TCLP 3&4 Methylphenol
TCLP 2,4-DinitrOtOluene
TCLP Hexachlorobenzene
TCLP Hexachlorobutadiene
TCLP Hexachloroethane
TCLP Nitrobenzene
TCLP Pentachlorophenol
TCLP Pyridine
TCLP 2 4 S_Trichlorophenol
TCLP 2,4,6-Trichlorophenol
Surrogate: TCLP 2,4,6-Tribromophenol
Surrogate: TCLP 2-Fluorobi
Surrogate: TCLP 2-Flphenyl
uorophenol
Surrogate: TCLP 4-Terphenyl-d14
Surrogate: TCLP Nitrobenzene-d5
Surrogate: TCLP Phen1l-d6
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
�^+Ww.waYPointanalyt1Cal.Com
Class A TCLP
10?EPpR7-0FANA1 ySIS
Results-y----------�
Units
MQL
Leachate
Prep Batch(es):
Results
Units
<0.100
rng/L
<0.200
m9/L
<0.100
m9/L
<0.100
m9/L
<0.100
m9/L
<0.100
m9/L
<0.100
m9/L
<0.200
m9/L
<0.100
m9/L
<0.100
m9/L
<0.100
m9/L
Qualifiers/
Definitions DF Dilution F
actor
MQL
Method Quantitation Limit
44.2
46.3
15.2
47.2
47.8
9.60
Report Date : 01124/2023
Received : O11O912023
J1W
Terri W Cole
Laboratory ProJect Manager
Matrix: Sludge
Sampled: 1/9/2023 8:47
DF Date / Time
Analyzed ey Analytical
Method
1 01/12/23 14:00 PHE
L65972g 0112012314:30 SW-1311
MQL
DF Date / Time By
' nalYzed
Analytical
Batch
0.100
0.200
2 01/21/23 01:03 VBW
0.100
2 01/21/23 01:03 VBW
L659895
0.100
L659895
2 01/21/23 01:03 VBW
0.100
2 01/21/23 01:03 VBW
L659895
0.100
2 01/21/23 01:03 VBW
L659895
0.1002
01/21/23 01;03 VBW
L659895
0.200
2 01/21/23 01:03 VBW
L659895
0.100
2 01/21/23 01:03 VBW
L659895
0.1002
01/21/23 01:03 VBW
L659895
0.100
2 01/21/23 01:03 VBW
L659895
Limits: 42-102%
2 01/21/23 01:03 VBW
L659895
L659895
Limits: 24-86%
2 01/21/23 p1:03 VBW
Limits: 13-37%
2 01/21/23 01:03 VBW
L6598g5
Limits; 30-122%
2 01/21/23 01:03 VBW
L659895
Limits; 25-78%
2 01/21/23 01:03 VBW
L659895
Limits: 9-27010
2 01/21/23 01:03 VBW
L659895
2 Ol121/23 01.03 VBW
L6598g5
H
L659895
Beyond holding
time
Page 5 of 8

ont.
01205 Wa Y PA
Town of Mooresville/RR WWTp
Whitney Munroe Project
369 Johnson Dairy Rd.
Mooreseville , NC 28115 Information :
Report Number:23-Oog_0005
Lab No : 97028
Sample ID : Class A
Test
Sulfide (Reactivity)
Moisture
Cyanide, Reactive
Ignitability
PH
Total Solids
449 Springbrook Rd. Charlotte, NC 28217
Main 71)4.529.6364
www. wa ypo i n to na lyti CaI, co m
Class A TCLP
REPORT pFANALYSIS
Report Date : 01/24/2023
Received : 01/09/2023
jo wo�'
Terri W Cole
Laboratory Project Manager
Matrix: Solids
Results
y -�----
Sampled: 1/9/2023 8:47
=-_-
Units MQL
DF Date / Time g
-- - - _
Analyzed Analytical
------- - _ Method
<25.o
m9/Kg
l-4
3.68
% 25.0
1 0112312310:30
<0.125
m9/Kg
F MM SW-7.3.4
1 0111212315:03
>96
0.125
degrees C
AMB SW-pRyWT
1 01/23/23 10:30
6.4li
S.U.
FMM SW-7.3.3
1 01/18/23 08:40
45.9 W
%
OR ASTM D93-8o
1 01/23/23 14:00
O.O1D
SAR 9045D
1 01/17/2316:06
FMM 254OG-2011
Qualifiers/ DF
Definitions Dilution Factor
MQL Method Quantitation Limit
H �
Beyond holding time
Page 6 of 8

WaYp,ogintYTICAL 449 Sprin�tyrook Rd, Charlotte
Ivc 28217
Main 704.529 6364
Customer Shipment wuv�y waVpointana!
Number: 01205 ent Receipt �'t'CaLco
Customer pt FOm
Namrm
e: Town of M
oresville/RR WWTp
Report Number: o
23-009-0005
0 Fed Ex Shipping Method
Client
UPS 0 US Postal G
Lab
Shi 0 Courier
Aping container/cooler uncom
Number of coolepromised?
rs/boxes received T-�.yes.
Custody seals intact on
Custod1
shipping container/cooler? 1
y seals intact on sample bottles? Yes
Chain of Custody (COC
Present? 0 Yes
COC agrees with sample label(s)? *) Yes
COC properly completed A Yes
Samples in proper containers. Yes
Sample containers intact?
1 Yes
Sufficient sample volume for Indic _
�.' Yes
within
All samples received ated test(s)?
holding(*I Yes
Cooler temperature time?
in com Yes
Cooler/S pliance?
SamplesamPles arrived at the laboratory Yes
were considered acceptable °n ice.
Process had begun. Yes
as cooling
Water - Sample containers
Water - VOA properly present-4
0 Other:
Thermometer ID: IRT15 1.2C
0 No
0 No
0 No
0 No
0 No
0 No
0 No
0 No
0 No
0 No
0 No
0 No
Not Present
Not Present
vials free of heads r Yes
Trip Blanks received pace � No
With VOAs 0 Yes 0 No 0 N/A
Soil VOA method 0 Yes N/A
5035 — Compliance � No
High concentration container criteria N/A
met 0 Yes
I^ High concentration (48 hr) 0 No
pre-wei Low concentration EnCore i \ N/A
SpeC1al precautions ghed (methanol -14 d
or instructions included? ) Low conc samplers (48 hr)
pre -weighed No vials (Sod Bis -14 d
Comments: -- _ _ _ � 0 Yes )
~ f
Signature:
Belo Now -
Date &Time:1/09/2023 12:25:15�1
f ~� - Page 7 of 8 —

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Page 8 of 8
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