WQ0010615_Application_20240612

I
. 1974
v
June 5, 2024
%own o f 3%ggle 'Valley
Phone [phone] • Fax [phone] • 3987 Soco Rd., Maggie Valley, NC 28751
NCDENR
DWR
Water Quality Permitting Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1636
Re: Town of Maggie Valley
Distribution of residual solids permit renewal
Haywood County, North Carolina
RECEIVED
NCDEQ/DWR
12 JUN 2024
Non -Discharge
Permitting 'Unit
Please find enclosed the original and two copies of the signed Distribution of Class A Residuals
Form (DCAR 06-16) and attachments, including Program Information, Process Flow Diagram,
Biosolids Product Information Guide, Operations and Maintenance Plan for Distribution of
Residual Solids, Renewal for the Town of Maggie Valley's existing permit #WQ0010615.
Also please find enclosed the original and two copies of the signed Residuals Source
Certification (RSC 06-16) and attachments including Residual Source Facility Summary,
Vicinity Maps, Process Flow Diagram, Residuals Source Generating Facility Information,
Residuals Quality Information and Analytical Reports.
• Ignitability Testing is by Method Code SW846-1030, which produces a reported value of
<0.8 mm/sec.
Please review the enclosed information and contact me at [phone] or by e-mail at
mmehaffeva;masgievallevnc.aov if you have any questions or if additional information is
required.
Thank you,
Mike Mehaffey
Public Works Director / ORC
Town of Maggie Valley

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
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Vickie Best
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Vickie Best Title: Town Manager
Applicant's mailing address: 3987 Soco Road
City: Maggie Vallev State: NC Zip: 28751
Telephone number: [phone] Email Address: vbest cn+ maeaievallevnc.eov
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: (See Instruction B)
IL 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: WO0010615
Date of most -recently issued permit: Mav 31. 2019
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Town of Maggie Vallev WWTP
City: Wavnesville State: NC Zip: 28785
Coordinates: Latitude: 35' 36' 59" Longitude: 830 00' 24"
Datum: Level of accuracy:
Method of measurement:
County where facility is located: Havwood
2. Facility contact (person familiar with residuals preparation):
Name: Mike Mehaffev Title: Public Works Director ORC
Mailing address: 3987 Soco Road
City: Maggie Vallev State: NC Zip: 28751
Telephone number: 8( 28) 926-0866 E-mail address: mmehaffevaa,maegievallevnc.eov
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: 30 days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); Agriculture 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
Kiln Lime Dust
Amounts to be added
per 1.0 dry ton of residuals (dry ton)
1.0 tons approximately
3. Approximate amounts of the residuals received and processed at the facility: 150 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 300 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): Residuals are stored on covered concrete nad. The average storage time is 30
days. and the maximum time is approximately 120 days.
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: 4.800 s,.ift covered
residuals storage area.
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)
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.
® Yes ❑ No, Explain;
I, Vickie Best
(Signature Authority's Name — PLEASE PRINT)
attest that this application for
Town of Marcie Valley WWTP
(Facility Name)
Town Manauer
(Title)
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:%1- t r� /1=
rr,. -
Dater
FORM: DCAR 06-16 Page 3 of 3

D. PROGRAM INFORMATION:
1. Materials Handling
The wastewater treatment residuals will be produced and treated on the same site.
The residuals will be pumped from the digesters through a belt filter press and then
conveyed to the alkaline stabilization process equipment- The processed material will
then be placed in a pile for 72 hours for PH and temperature monitoring. Upon
completion of the 72-hourmonitoring period, the residuals will be windrowed on a
covered concrete pad for additional drying and conditioning. Leachate from covered
concrete pad will be collected and returned to the wastewater treatment plant. The
dried material will be stockpiled on a portion of the pad until it is disbursed in bulk to
area farmers and landscape professionals. Length of storage will vary depending on
season and demand.
2. Marketability
The finished product will be suited as an agricultural and landscape lime -type product
and mulch additive. The volume of finished product produced at the full 1.0 MGD
design flow is projected to be 793 cubic yards per year (Design Calculations,
Wastewater Treatment Plant Improvements, Town of Maggie Valley; May 1999,
Revised March, 2000). The current 0.3 MGD - 0.4 MGD flow will produce
significantly less finished residual product.
3. Label/Information Sheet
The information sheet that will be provided to the recipients of the residuals is
attached.

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Torn of Maggie Valley
Biosolid Product Information Guide
The Maggie Valley Biosolid Product is a combination of highly treated domestic
sewage sludge and either lime kiln dust or cement kiln dust. The high alkalinity
and heat created by the interaction of the lime or cement kiln dust with the
sewage sludge destroys pathogenic organisms and produces a safe agriculturally
beneficial product.
The production of this product is closely regulated by the U S Environmental
Protection Agency and the North Carolina Division of Water Quality. The biosolid
product is carefully prepared and routinely monitored to insure that all product
made available to the public is in compliance with all applicable regulations.
The product is an alkaline material and contains some trace plant nutrients. The
Division of Water Quality has placed the following requirements on the use of this
product to insure that no environmental or health impacts will occur:
The biosolid product shall be used and applied only in a manner consistent with
good agricultural or horticultural practice and the information contained herein.
The product shall not be applied:
To any site that is flooded, frozen or snow covered;
Within ten feet of any public or private water supply source (including
wells);
Within ten feet of any stream, lake, river or natural drainage way
Adequate procedures must be provided to insure that surface storm water runoff
does not carry applied or stored product into any surface water body.
The biosolid product shall be applied at agronomic or recommended rates for
intended uses.
This product is prepared by the Town of Maggie Valley,
3987 Soco Road, Maggie Valley, NC 28751.
For additional information please contact Mike Mehaffey at 828-926-0866.

H. Residuals Operations and Maintenance Plan
Town of Maggie Valley Wastewater Treatment Plant
Orr erations and Maintenance Plan
Oi)erational Functions:
During normal operation, mixed liquor from the aeration basins is conveyed by airlifts to the
digester units. In the digesters, the aeration diffusers are periodically turned off to allow the
contents of the basins to settle. Once the sludge is settled and the supernatant has risen to the top
of the basins, additional mixed liquor is conveyed into the basins, thus causing the supernatant to
overflow a weir into the aeration basins. The residuals are then stabilized by digestion,
dewatered by the belt filter press, and then processed through the N-Viro stabilization unit.
The N-Viro unit is designed to achieve Class A pathogen Reduction Requirements by
"Alternative 2: Sewage Sludge Treated in a High pH -High Temperature Process (Alkaline
Treatment (503.32 (a) (4)]." The alkaline admixture raises the pH of the overall mixture to
greater than 12. This pH is maintained for a minimum of 72 hours. The sludge and alkaline
admixture combination is retained in the heat pulse bin to insure compliance with the
requirement to maintain a temperature of 52°C (126°F) at least 12 hours during the period that
the pH is greater then 12. In the heat pulse bin, the sludge is monitored to ensure that the pH and
temperature requirements are meet. Monitoring for fecal colifonn and/or salmonellae is also
periodically conducted to ensure pathogen reduction. The processed sludge is then cured and
dried to the required 50 percent solids on a covered concrete pad. The required vector attraction
reduction is achieved by compliance with Option 6 [503.33 (b) (6)], the addition of sufficient
alkali to raise the pH to at least 12 at 25°C (77°F) and maintain a pH greater than or equal to 12
for 2 hours and a pH greater than or equal to 11.5 for 22 more hours. This is achieved during the
pathogen reduction process and the monitoring detailed above is conducted to ensure that the
requirements are met.
According to EPA's criteria in the 40 CFR 503 regulations, sludge may be considered Class A if
both pathogen requirements and vector attraction reduction requirements can be met. The Class
A product can then be made available to agricultural, horticultural, and home users.
Maintenance Schedules:
All equipment utilized in this process is operated and maintained in accordance with the
equipment manufacturer's recommendations. Mechanical equipment is checked for proper
operation prior to each use in accordance with those instruction. All bearings are greased prior
to use on the belt filter press and lime stabilization equipment and all electrical switches are
checked.
Wei% Measures:
All equipment is operated in accordance with the safety recommendations contained in their
respective operations and maintenance manuals. The belt filter press is equipped with a safety
Pagel of 3

rope that surrounds the press which allows the operator to disable the operation of the equipment
by pulling the safety rope.
In addition, all public works staff members are required to attend annual safety training pertinent
to their job responsibilities including, but not limited to blood borne pathogens, fire extinguisher
use, hazard communications, lock out tag out procedures, electrical safety, hearing conservation,
and personal protective equipment.
Svill Resconse Plan
The primary constituents which comprise the residuals management process include liquid
sludge, liquid polymer and lime kiln dust. Each of these liquid constituents is contained in spill -
containment areas throughout the process. Through these spill -containment areas, any liquid
spill is contained in these areas and is ultimately drained to the head of the wastewater treatment
process. The lime kiln dust is contained in a solo immediately outside the residuals processing
building (under the covered concrete pad). Any spill of this material is easily contained
immediately adjacent to the silo and can be cleaned up promptly. For this reason, no formal spill
response plans is necessary for this process.
Inspection Plan
Names and Titles of Personnel Resz)onsible for Conducting Inspections:,
Mike Mehaffey, ORC, Grade 4 WWTP Operator
Seth Boyd, Backup ORC, Grade 3 WWTP Operator
Jordan Davis, Grade 1 WWTP Operator
Frmuenc- and Location of Inspections
Residuals are produced through the use of a batch process. Inspection of the equipment
associated with the process is conducted prior to the start of each batch and throughout the
production run. As described below, sampling and monitoring of this process is conducted on a
quarterly basis with all testing being conducted at an onsite laboratory.
Samoling and Monitoring Plan
Names and Titles of Personnel Responsible for Conducting Sampling and Monitorinu:
Mike Mehaffey, ORC, Grade 4 WWTP Operator
Seth Boyd, Backup ORC, Grade 3 WWTP Operator
Jordan Davis, Grade 1 WWTP Operator
Detailed Descrirtion of Monitorins- Procedures including Parameters to be Monitored:
As indicated above, residuals are produced utilizing a batch process. Therefore, during testing, a
batch of residuals is monitored for pH and temperature throughout the process.
Page 2of3

Sam,Minv, Freltuenc-, and Procedures to Assure Representative SamMins.
To ensure regulatory compliance with the requirements described above, composite samples are
taken from the batch process upon production. These composite samples consist of numerous
smaller samples which are collected from throughout the entire batch to account for any
unforeseen variations in the quality of the batch process. These samples are then combined into
a single sample to be tested. Each sample is then tested daily for conformance with the standards
described above. The results of these daily tests are documented on a worksheet. All equipment
utilized in recording these test results including thermometers and pH meters is regularly
calibrated and certified by an independent testing service. Sampling is conducted on a quarterly
basis including those times that may produce the most limiting pathogen and vector attraction
compliance. Typically, this testing is conducted during January, April, July and October of each
year.
Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Maeeie Vallev WWTP
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: J.
3. Facility contact person and title: Mike Mehaffev ORC
Complete mailing address: 3987 Soco Road
City: Mae2ie Vallev State: NC Zip: 28751-;.
Telephone number: 828) 926-0866 E-mail address: mmehaffevaa,maeeievallevnc.eov
4. Facility physical address: 5320 Jonathan Creek Road
City: Wavnesville State: NC Zip: 28785
Coordinates: Latitude: 35' 36' 59" Longitude: 830 00' 24"
Datum: , Level of accuracy:
Method of measurement:
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: 1_0 MGD and facility average daily flow:.298 MGD
8. Average amount of residuals being generated at this facility 300 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Alkaline Stabilization 300 tons
Type and volume of residuals storage (i.e., outside of residuals treatment units): covered outside 4.800 sf
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
ED 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:
tE 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 06-16 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: ❑ yes 0, 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: Earth Environmental
Services -
Environmental Chemists - Environmental Testine Solution - Roa_ ers &
Callcott Environmental.
and Date of analysis: 7-17-23
Passed corrosivity test: yes
❑ no. pH: s.u.
(2 < pH < 12.5)
Passed ignitability test: yes
❑ no.
Flashpoint: OF (> 140°F)
Passed reactivity test: M yes ❑no. HCN:
mg/kg (<250) & H2S: . mg/kg (<500)
f TCLP Parameter
Limit
Result
TCLP Parameter
Limit
Result
(mg/1)
(mg/1)
(mg/1)
(mg/1)
Arsenic
5.0
< 1.0
Hexachlorobenzene
0.13
< 0.050
Barium
100.0
< 1.0
Hexachloro-1,3-Butadiene
0.5
< 0.050
Benzene
0.5
< 0.01
Hexachloroethane
3.0
< 0.050
Cadmium
1.0
< 1.0
Lead
5.0
< 1.0
Carbon Tetrachloride
0.5
< 0.01
Lindane
0.4
< 0.0005
Chlordane
0.03
< 0.02
Mercury
0.2
< 0.0002
Chlorobenzene
100.0
< 0.01
Methoxychlor
10.0
< 0.0005
Chloroform
6.0
< 0.01
Methyl Ethyl Ketone
200.0
0.09
Chromium
5.0
< 1.0
Nitrobenzene
2.0
< 0.050
m-Cresol
200.0
0.112
Pentachlorophenol
100.0
< 0.250
o-Cresol
200.0
< 0.050
Pyridine
5.0
< 0.050
p-Cresol I
200.0
0.112
Selenium
1.0
< 1.0
Cresol
200.0
0.112
Silver
5.0
< 1.0
2,4-D
10.0
< 0.01
Tetrachloroethylene
0.7
< 0.01
1,4-Dichlorobenzene
7.5
< 0.050
Toxaphene
0.5
< 0.050
1,2-Dichloroethane
0.5
< 0.01
Trichloroethylene
0.5
< 0.01 J
1,1-Dichloroethylene
0.7
< 0.01
2,4,5-Trichlorophenol
400.0
< 0.050
2,4-Dinitrotoluene
0.13
< 0.050
2,4,6-Trichlorophenol
2.0
< 0.050
Endrin
0.02
< 0.0005
2,4,5-TP (Silvex)
1.0
< 0.003
Heptachlor and its Hydroxide
0.008
< 0.0005
Vinyl Chloride
0.2
< 0.01
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 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: Earth Environmental Services — Environmental Chemists — Environmental Testine_ Solution — Roszers &
Callcott Environmental.
and Date of analysis: 7/17/2023
Parameter Ceiling Monthly Average
Concentration Limits Concentration Limits
(ClassA & ClassB) (Class A Only)
(mg1kg)
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
(mg/kg)
41
39
1,500
300
17
n/a
420
100
2,800
Result
(mg/kg)
< 2.80
< 2.80
46.7
6.55
0.0260
3.34
14.5
5.20
122
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)
E_ > 0 but < 25
> 25 but < 50
] >50but <75
El >75but <100
jE] > 100 but < 125
P >— 125
Result (mg/kg)
Arsenic
Chromium
Nickel
(mg/kg)
(mg/kg)
(mg/kg)
30
200
210
34
220
240
39
260
270
46
300
320
53
360
390
62
450
420
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 69 %.
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: Earth Environmental Services — Environmental Chemists — Environmental Testing Solution — Rogers &
Callcott Environmental.
and Date of analysis: 7/147/23
Parameter Result
(mgl'kg)
Aluminum 10,100
Ammonia -Nitrogen 130
Calcium 326,000
Magnesium 3,350
' Nitrate -Nitrite Nitrogen 3.40
pH (Standard Unit) 12.1
fPhosphorus 2,950
IPotassium 3,930
Sodium 1,620
1 Total Kjeldahl Nitrogen 6,800 -
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.773608
[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: 20 %. This
rate is a (check one): 0 default value, or n 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 (V) Year PAN Five -Year
Maximum Adjusted PAN
(mg/kg) (mg/kg)
Surface 1,460.80 2,445.56 l
Injection/Incorporation
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 06-16 Page 4 of 5

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Town of Map-l?ie Valle}
Status Facility Permit Holder Facility Name
Code
R Town of Maggie Valley Maggie Valley WWTP
Maximum Dry Tons Per Year
County Permit Number
Current b Proposed
Haywood WQ0010615 300 300
1
1
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 (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 06-16 Page 1

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i}✓�:•.L� '• L• L.� .�L� -� �. W: :1�. •• ''L. I:}�.}� � '.,•t••S •': }�.� •.Y�.�:.• S•1 �.• Y•'}� ti'. 1 }
.:� : • 4L:• •\ •L•'•i} L:Q•'ti', •:•:•:':•--------- --- -- 1. }?•}..`•f J' j{Jl.•:.1• '•� 1 J:. L �'�. {. Y: .4 {1 5hL4.' l:'.i=••: 1:.�
bs ^ � •':_-_•i.wt:.\'�:'a7�1"�7�'wt.�nw5tal`L• • °4. ...... _ .. 4:vf � V:2ititiw"iL'L<}.tivs1:�<IX'L�iti '• •...{L�iLv�'wdMA.� L?.L..• Lti..• �y �":'.L L •rV;�,• •: L••• yL••;L
4� 0.1 0.2 0.3 0.4

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of fa/( a01
e t�: k Ave

B. Residuals Source -Generating Facility Information
Process Flow
The wastewater treatment residuals will be produced and treated on the same site. The residuals
will be pumped from the digesters through a belt filter press and then conveyed to the alkaline
stabilization process equipment. The processed material will then be placed in a pile for 72 hours
for pH and temperature monitoring. Upon completion of the 72-hour monitoring period, the
residuals will be windrowed on a covered concrete pad for additional drying and conditioning.
Leachate from covered concrete pad will be collected and returned to the wastewater treatment
plant. The dried material will be stockpiled on a portion of the pad until it is disbursed in bulk to
area farmers and landscape professionals. Length of storage will vary depending on season and
demand.
Marketability / Production
The finished product will be suited as an agricultural and landscape lime -type product and mulch
additive. The volume of finished product produced at the full 1.0 MGD design flow is projected to
be 793 cubic yards per year (Design Calculations, Wastewater Treatment Plant Improvements, Town
of Maggie Valley; May 1999, Revised March, 2000). The current 0.3 MGD — 0.4 MGD flow will
produce significantly less finished residual product.
• Label / Information Sheet
The information sheet that will be provided to the recipients of the residuals is attached.
Sampling & Monitoring Plan
Residuals are produced through the use of a batch process. Inspection of the equipment associated
with the process is conducted prior to the start of each batch and throughout the production run.
Sampling and monitoring of each batch is conducted as the batch is processed. PH and
temperature testing is conducted at an onsite laboratory.
Additional sampling for fecal coliform, percent solids and pH are done Quarterly. Also, TCLP testing
is performed Yearly. This testing is conducted by Earth Environmental Services.
The N-Viro unit is designed to achieve Class A pathogen Reduction Requirements by "Alternative 2:
Sewage Sludge Treated in a High pH -High Temperature Process (Alkaline Treatment [503.32 (a) (4)]."
The alkaline admixture raises the pH of the overall mixture to greater than 12. This pH is maintained
for a minimum of 72 hours. The sludge and alkaline admixture combination is retained in the heat
pulse bin to insure compliance with the requirement to maintain a temperature of 520C (126°F) at
least 12 hours during the period that the pH is greater than 12. In the heat pulse bin, the sludge is
monitored to ensure that the pH and temperature requirements are meet. Monitoring for fecal
coliform and/or salmonellae is also periodically conducted to ensure pathogen reduction. The
processed sludge is then cured and dried to the required 50 percent solids on a covered concrete
Page 1 of 2

pad. The required vector attraction reduction is achieved by compliance with Option 6 [503.33 (b)
(6)], the addition of sufficient alkali to raise the pH to at least 12 at 25°C (77°F) and maintain a pH
greater than or equal to 12 for 2 hours and a pH greater than or equal to 11.5 for 22 more hours.
This is achieved during the pathogen reduction process and the monitoring detailed above is
conducted to ensure that the requirements are met.
To ensure regulatory compliance with the requirements described above, grab samples are taken
from the batch process upon production. These grab samples consist of numerous smaller samples
which are collected from throughout the entire batch to account for any unforeseen variations in
the quality of the batch process. These samples are then combined into a single sample to be
tested. Each sample is then tested daily for conformance with the standards described above. The
results of these daily tests are documented on a worksheet. All equipment utilized in recording
these test results including thermometers and pH meters is regularly calibrated and certified by an
independent testing service. Sampling is conducted on a quarterly basis including those times that
may produce the most limiting pathogen and vector attraction compliance. Typically, this testing is
conducted during January, April, July and October of each year.
Page 2 of 2

Town of Maggie Valley
Biosolid Product Information Guide
The Maggie Valley Biosolid Product is a combination of highly treated domestic
sewage sludge and either lime kiln dust or cement kiln dust. The high alkalinity
and heat created by the interaction of the lime or cement kiln dust with the
sewage sludge destroys pathogenic organisms and produces a safe agriculturally
beneficial product.
The production of this product is closely regulated by the U S Environmental
Protection Agency and the North Carolina Division of Water Quality. The biosolid
product is carefully prepared and routinely monitored to insure that all product
made available to the public is in compliance with all applicable regulations.
The product is an alkaline material and contains some trace plant nutrients. The
Division of Water Quality has placed the following requirements on the use of this
product to insure that no environmental or health impacts will occur:
The biosolid product shall be used and applied only in a manner consistent with
good agricultural or horticultural practice and the information contained herein.
The product shall not be applied:
* To any site that is flooded, frozen or snow covered;
Within ten feet of any public or private water supply source (including
wells);
• Within ten feet of any stream, lake, river or natural drainage way
Adequate procedures must be provided to insure that surface storm water runoff
does not carry applied or stored product into any surface water body.
The biosolid product shall be applied at agronomic or recommended rates for
intended uses.
This product is prepared by the Town of Maggie Valley,
3987 Soco Road, Maggie Valley, NC 28751.
For additional information please contact Mike Mehaffey at 828-926-0866.

SAR & ESP Maggie Valley Class A Biosolids 7/17/23
Sodium Absorption Ratio
Na(MU/k(j)
Ca(Mcl/kct)
Mg(Ma/kq)
Na: Sodium (Mg/L) Equivalent weight: 23
1620
326000
3350
Ca: Calcium (Mg/L) Equivalent weight: 20
Mg : Magnesium (Mg/L) Equivalent weight: 12
I Na I
Ca(ME)I
a (ME) I
70.43478
16300
279.1667
Milli Equivalent = Mg/L / Equivalent weight
SAR= Na Milli Equivalent/[0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
I SAR = 0 773608 Jar-rom Mg/Kg entered above)
I SAR= 0.773608 (From ME entered below)
Na ME I Ca ME I Mg (ME)
70.43478 16300 279.1667
Exchangeable Sodium Percentage
ESP = Na (Milli Equivalents) / CEC X 100
Na on NC soil test is expressed as meq.
The amount of exchangeable sodium ions versus the
amount of exchangeable calcium & magnesium ions in a given
material.
Permitting guidance is if greater than 10 require ESP in permit.
The percentage of sodium ions occupying the cation exchange complex of soils
Nei
1.56217
13.31
Should be less than 15% (15-20%)

PAN Maggie Valley Class A Biosolids 7/17/23
Mineralization
0.2 6 00 , 1130 3.4
PAN Surface
1402.,.1 ,; ! 2.8048 lbs/dry ton
01 lbs total PAN
#DIV/0! Ilbs PAN/acre
PAN Injection
1467.41niyrKy I 2.9348 lbs/dry ton
01 lbs total PAN
#DIV/0! Ilbs PAN/acre
Dry Tons/1000 gal.
293.668
1 st year PAN
lbs./acre
Surface lbs.
Surface
IftulV/0!
1 st year PAN
lbs./acre
Injected lbs.
Injected
Jas decimal I Total dry Acres
NO2 % Solids tons/year Applied on
0 70.4
MR(TKN-NH3)+ + .5(NH3)+NO3+NO2 =mg/kg
mg/kg x .002 =Ibs/dry ton
MR(TKN-NH3) + 1(NH3)+NO3+NO2 =mg/kg
mg/kg x .002 =Ibs/dry ton
1000 X 8.34 X %solids X sn _
2000
ons/1000gal."

Maggie Valley Year Pan Spreadsheet
2019 - 2023
2019
TKN (mg/Kg) _ 1 7210 Enter numbers here only. Spreadsheet calculates.
NH3-N (mg/Kg) _ 1 27
NO3-NO2- N (mg/Kg) _ 10.7
Min Rate = 0.2
Pan = (min.rate (TKN-NH3) + 0.5(NH3-N) + NO2-NO3)
0.2 *
7183 +
14 + 10.7
Pan = 1460.8
mg/Kg
2nd Year Residual Pan 2020
Pan = (min.rate*(1st year org - 2nd year min - N)
0.1 *(
7183 -
1436.6 )
0.1 *
5746.4
Pan = 574.64
mg/Kg
3rd Year Residual Pan 2021
Pan = (min.rate*(2nd year org - 3rd year min - N)
0.05 *(
5746.4 -
574.64 )
0.05 *
5171.76
Pan = 226.21
mg/Kg
4th Year Residual Pan 2022
Pan = (min.rate*(3rd year org - 4th year min - N)
0.025 *(
5171.76 -
226.21 )
0.025 *
4945.55
Pan = 123.64
mg/Kg
5th Year Residual Pan 2023
Pan = (min.rate*(4th year org - 5th year min - N)
0.0125 *(
4945.55 -
123.64
0.0125 *
4821.91
Pan = 60.2739
mg/Kg
1st Year 1460.80
2nd Year 574.64
3rd Year 226.21
4th Year 123.64
5th Year 60.27
5 Year Pan = 2445.56

c ti r
Murphy, NC
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
Att: Mike Mehaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543 (office)
828-644-4835 (lab)
Lab ID# 352
Report Date 8/23/2023
Date and Time Received 7/17/2023 9:50 AM
Date and Time Sampled 7/17/2023 9:50 AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
BIOSOLIDS
Sample Time
ReportLimit
Units
Method
Analyzed
Analyst
NO2+NO3-N
3.40
9:50 AM
60.0
mg/kg
353.2
7/24/23
ECHEM
TOTAL KJELDAHL NITROGEN
6800
9:50 AM
mg/kg
351.2
7/21/23
ECHEM
TOTAL PHOSPHOROUS
2950
9:50 AM
376
mg/kg
200.7
8/1/23
ECHEM
TOTAL SOLIDS (DRY WT)
70.4
9:50 AM
0.100
%
SM 2540 B
7/24/23
ECH EM
SAR
0.773608
9:50 AM
N/A
N/A
calc
8/23/23
MB
PAN - SURFACE
1402.4
9:50 AM
N/A
mg/kg
calc
8/23/23
MB
PAN SUBSURFACE
1467.4
9:50 AM
N/A
mg/kg
calc
8/23/23
MB
CALCIUM
326000
9:50 AM
mg/kg
200.7
8/16/23
ECHEM
ALUMINUM
10100
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
CADMIUM
< 2.80
9:50 AM
2.80
mg/kg
200.7
8/1/23
ECHEM
CHROMIUM
12.6
9:50 AM
2.80
mg/kg
200.7
8/1/23
ECHEM
COPPER
46.7
9:50 AM
2.80
mg/kg
200.7
8/1/23
ECHEM
LEAD
6.55
9:50 AM
2.80
mg/kg
200.7
8/1/23
ECHEM
NICKEL
14.5
9:50 AM
2.80
mg/kg
200.7
8/1/23
ECHEM
ZINC
122
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
SODIUM
1620
9:50 AM
mg/kg
200.7
8/16/23
ECHEM
POTASSIUM
3930
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
MAGNESIUM
3350
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
ARSENIC
< 2.80
9:50 AM
2.80
mg/kg
200.7
8/16/23
ECHEM
SELENIUM
5.20
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
MOLYBDENUM
3.34
9:50 AM
mg/kg
200.7
8/1/23
ECHEM
MERCURY
0.0260
9:50 AM
0.02
mg/kg
SW 846 7471 B
7/31/23
ECHEM
Lab Supervisor: Wanda G. Ladd; EES - Murphy CertifiedBy:

r r �
Eh
..Environment
Services
Murphy, \C
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
Att: Mike Mehaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543(office)
828-644-4835 (lab)
Lab I D# 352
Report Date 8/23/2023
Date and Time Received 7/17/2023 9:50 AM
Date and Time Sampled 7/17/2023 9:50 AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
BIOSOLIDS
Sample Time
ReportLimit
Units
Method
Analyzed
Analyst
pH IN SOIL
12.1
9:50 AM
0-14
S.U.
9045 D
7/17/23
KEK
CORROSIVITY
NOT CORROSIVE
9:50 AM
SCA
IGNITABILITY
<0.8
9:50 AM
0.8
mm/sec
1030
7/28/23
ECHEM
PAINT FILTER TEST
<0.1
9:50 AM
0.1
ml
SW846 9095 B
7/18/23
KEK
TOTAL REACTIVE CYANIDE
< 1
9:50 AM
1
mg/kg
SM4500 CN D
8/8/23
ECHEM
REACTIVE SULFIDE
< 0.46
9:50 AM
0.46
mg/kg
SM4500 S D
8/12/23
ECHEM
AMMONIA NITROGEN `
130
9:02 AM
5.8
mg/kg
9045 D
7/20/23
KEK
TOTAL SOLIDS (DRY WT)
69
9:02 AM
0.10
%
SM 2540 G
7/17/23
KEK
Lab Supervisor: Wanda G. Ladd; EES -
Murphy
Certified By:VJ 1

PO Box 7565
i Asheville, NC 28802
• Phone: [phone]
ICTC,, Fax: [phone]
} Environmental Testing Solutions, Inc. Certificate of Analysis
Project name: Earth Environmental Services Project number: 230717.502
Collection date: 17-Jul-23
Date received: 17-Jul-23
Sample identification: #072319 MV
Sample number:
240268
Parameter
Method
Result
RL
Units
Date
Analyst
Footnotes
Analyzed
Reactive Cyanide
SM 4500 CN D
<1
1
mg/kg
8-Aug-23
ECHEM
1
Reactive Sulfide
SM 4500 S D
<0.46
mg/kg
12-Aug-23
ECHEM
1
Ignitability
1030
<0.8
0.8
nun/sec
28-Ju1-23
ECHEM
1
Arsenic - TCLP
200.7
<1.0
1.0
mg/L
2-Aug-23
ECHEM
1
Barium - TCLP
200.7
<1.0
1.0
mg/L
2-Aug-23
ECHEM
1
Cadmium -TCLP
200.7
<1.0
1.0
mg/L
2-Aug-23
ECHEM
1
Chromium - TCLP
200.7
<1.0
1.0
mg/L
2-Aug-23
ECHEM
1
Lead - TCLP
200.7
<1.0
1.0
mg/L
2-Aug-23
ECHEM
1
Selenium - TCLP
200.7
<1.0
1.0
mg/L
2-May-23
ECHEM
1
Silver - TCLP
200.7
<1.0
1.0
mg/L
2-May-23
ECHEM
1
Mercury - TCLP
245.1
<0.0002
0.0002
mg/L
3-Aug-23
ECHEM
1
Full Scan TCLP Organics
See attached sheets
ECHEM
1
pH
SW846 9045 D
12.1
0.10
%
17-Jul-23
KEK
2, 3
Paint Filter
SW846 9095 B
<0.1
0.1
ml
18-Jul-23
KEK
Arsenic
200.7
<2.80
mg/kg
16-Aug-23
ECHEM
1
Cadmium
200.7
<2.80
mg/kg
1-Aug-23
ECHEM
1
Copper
200.7
46.7
mg/kg
l-Aug-23
ECHEM
1
Chromium
200.7
12.6
mg/kg
1-Aug-23
ECHEM
1
Lead
200.7
6.55
mg/kg
l-Aug-23
ECHEM
1
Molybdenum
200.7
3.34
mg/kg
1-Aug-23
ECHEM
1
Nickel
200.7
14.5
mg/kg
I-Aug-23
ECHEM
1
Selenium
200.7
5.20
mg/kg
1-Aug-23
ECHEM
1
Zinc
200.7
122
mg/kg
L-Aug-23
ECHEM
1
Aluminium
200.7
10100
mg/kg
1-Aug-23
ECHEM
1
Calcium
200.7
326000
mg/kg
16-Aug-23
ECHEM
1
Magnesium
200.7
3350
mg/kg
L-Aug-23
ECHEM
1
Potassium
200.7
3930
mg/kg
L-Aug-23
ECHEM
1
Sodium
200.7
1620
mg/kg
16-Aug-23
ECHEM
1
Mercury
SW 846 7471 B
0.0260
mg/kg
31-Jul-23
ECHEM
1
Total Kjeldahl Nitrogen (TKN)
351.2
6800
mg/kg
21-Jul-23
ECHEM
1
Nitrate + Nitrate - Nitrogen
353.2
3.40
mg/kg
24-Jul-23
ECHEM
1
Total Nitrogen
Calculation
6803
mg/kg
20-Aug-23
KEK
Total Phosphorus
200.7
2950
mg/kg
1-Aug-23
ECHEM
1
Total Solids (%)
SM 2540 B
70.4
%
24-Ju1-23
ECHEM
1
% Total Solid
SM 2540 G
69
%
17-Jul-23
KEK
Ammonia Nitrogen
Stet 4500 NH3 D
130
5.8
mg,) kg
20-Jul-23
KEK
This report should not be reproduced, exept in its entirety, without the written consent of Environmental Testing Solutions, Inc.
The results in this report relate only to the samples submitted for analysis.

•
i
.^pl
T5
Environmental Testing Solutions, Inc.
Certificate of Analysis
PO Box 7565
Asheville, NC 28802
Phone: [phone]
Fax: [phone]
Footnote:
RL = Reporting Limit. Values are reported down to the Reporting Limit only.
1. Sample analzyed by Enviro Chemists, Inc.
2. Duplicate value was 12.2 S.U.
3. Sample recevied and analzyed outside hold time.
Date reviewed: o9A ('; 3 /l Q a C d NC Certification Number: 600
Data reviewed by: Kelley E. Keenan SC Certification Number: 99053
!� NC Drinking Water Certification Number: 37786
Signature: i' �
This report should not be reproduced, exept in its entirety, without the written consent of Environmental Testing Solutions, Inc.
The results in this report relate only to the samples submitted for analysis.

ANALYTICAL & CONSULTING CHEMISTS
Environmental Testing Solutions, Inc.
Post Office Box 7565
Asheville NC 28802
Attention:
Lab ID Sample ID: #072319MV
23-37673 Site: Effluent -Camp
Test
Chlordane (TCLP)
Endrin (TCLP)
Heptachlor (TCLP)
Heptachlor epoxide (TCLP)
Lindane (TCLP)
Methoxychlor (TCLP)
Toxaphene (TCLP)
2,4,5-TP (TCLP)
2,4-D (TCLP)
1,4-Dichlorobenzene (TCLP)
2,4,5-Tdchlorophenol (TCLP)
2,4,6-Tdchlorophenol (TCLP)
2,4-Dinitrotoluene (TCLP)
Cresol (TCLP)
Hexachloro-1,3-butadiene (TCLP)
Hexachlorobenzene (TCLP)
Hexachloroethane (TCLP)
m + p-Cresol (TCLP)
Nitrobenzene (TCLP)
o-Cresol (TCLP)
Pentachlorophenol (TCLP)
Pyridine (TCLP)
1,1-Dichloroethylene (TCLP)
1,2-Dichloroethane (TCLP)
Benzene (TCLP)
Carbon Tetrachloride (TCLP)
Report*: 2023-15240
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 " 910.392.0223 Lab 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 0 910.347.5843 Lab/Fax
info@environnientalchemismcoin
Method
Revised Report: Aug 21, 2023
Original Report Date: Aug 18, 2023
Report #: 2023-15240
Customer ID: 08100055
Project ID: Earth Environmental
Collect Date/Time Matrix Sampled by
7/17/2023 9:50 AM Solid/Sludge Client
Results Date Analyzed
SW-846 8081 B
<0.02 mg/L
07/24/2023
SW-848 8081 B
<0.0005 mg/L
07/24/2023
SW-846 8081 B
<0.0005 mg/L
07/24/2023
SW -me 8081 B
<0.0005 mg/L
07/2412023
SW-846 8081 B
<0.0005 mg/L
07/24/2023
sw-w 8081 B
<0.0005 mg/L
07/24/2023
sw-w 80818
<0.05 mg/L
07/24/2023
SW-846 8151 A
<0.003 mg/L
07/25/2023
SW-846 8151 A
<0.01 mg/L
07/25/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-848 8270 E
<0.050 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-846 8270 E
0.112 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW-848 8270 E
0.112 mg/L
07/21/2023
SW-846 8270 E
<0.050 mg/L
07/21/2023
SW4W 8270 E
<0.050 mg/L
07/21/2023
SW4M6 8270 E
<0.250 mg/L
07/21/2023
SW-M 8270 E
<0.050 mg/L
07/21/2023
SW-W Method 8260D
<0.01 mg/L
08/03/2023
Sw-848 Method 82600
<0.01 mg/L
08/03/2023
SW-846 Method 82WD
<0.01 mg/L
08/03/2023
SW-848 Method 8260D
<0.01 mg/L
08/03/2023
Page 1 of 3

[envi7roehem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Testing Solutions, Inc.
Post Office Box 7565
Asheville NC 28802
Attention:
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 1 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.3702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
info@environmentalchemismcom
Revised Report: Aug 21, 2023
Original Report Date: Aug 18, 2023
Report 9: 2023-15240
Customer ID: 08100055
Project ID: Earth Environmental
Chlorobenzene (TCLP)
SW446 Method 8260D
<0.01 mg/L
08/03/2023
Chloroform (TCLP)
SW446 Method 8260D
<0.01 mg/L
08/03/2023
Methyl ethyl ketone (TCLP)
SW-46 Method 8260D
0.09 mg/L
08/03/2023
Tetrachloroethylene (TCLP)
Sw-846 Method 8260D
<0.01 mg/L
08/03/2023
Trichloroethylene (TCLP)
SW-846 Method 8260D
<0.01 mg/L
08/03/2023
Vinyl Chloride (TCLP)
SW-846 Method 8260D
<0.01 mg/L
08/03/2023
RCI
Ignitability
EPA 1030
<0.8 mm/sec
07/28/2023
Cyanide
SM 4500 CN D-2016
<1 mg/kg
08/08/2023
Sulfide
SM 4500 S D
<0.46 mg/kg
08/12/2023
Sludge Residuals
Aluminum
EPA 200.7, Rev. 4.4, 1994
10100 mg/kg
08/01/2023
Arsenic
EPA 200.7, Rev, 4,4, 1994
<2.80 mg/kg
08/16/2023
Cadmium
EPA 200.7, Rev. 4.4,1994
<2.80 mg/kg
08/01/2023
Calcium
EPA 200.7, Rev. 4.4,1994
326000 mg/kg
08/16/2023
Chromium
EPA 200.7, Rev. 4.4,1994
12.6 mg/kg
08/01/2023
Copper
EPA 200.7, Rev. 4.4,1994
46.7 mg/kg
08/01/2023
Lead
EPA 200.7, Rev. 4.4,1994
6.55 mg/kg
08/01/2023
Magnesium
EPA 200.7, Rev. 4.4,1994
3350 mg/kg
08/01/2023
Molybdenum
EPA 200.7, Rev. 4.4, 1994
3.34 mg/kg
08/01/2023
Nickel
EPA 200.7, Rev. 4.4,1994
14.5 mg/kg
08/01/2023
Potassium
EPA 200.7, Rev. 4.4,1994
3930 mg/kg
08/01/2023
Selenium
EPA 200.7, Rev. 4.4,1994
5.20 mg/kg
08101 /2023
Sodium
EPA 200.7, Rev. 4.4, 1994
1620 mg/kg
08/16/2023
Zinc
EPA 200.7, Rev. 4.4,1994
122 mg/kg
08/01/2023
Nitrate+Nitrite-Nitrogen
EPA 353.2
3.40 mg/kg
07/24/2023
Total Solids (%)
SM 2540 a
70.4 %
07/24/2023
Total Kjeldahl Nitrogen (TKN)
SM 4500 Norg 8-2011
6800 mg/kg
07/21/2023
Total Phosphorus
SM 4500 P (F-H)-2011
2950 mg/kg
08/01/2023
Report #:: 2023-15240
Page 2 of 3

ANALYTICAL & CONSULTING CHEMISTS
Environmental Testing Solutions, Inc.
Post Office Box 7565
Asheville NC 28802
Attention:
;environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 , 910.392.0223 Lab ^ 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 P 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 3 910.347.5843 Lab/Fax
info@environmentalchemismcom
Revised Report: Aug 21, 2023
Original Report Date: Aug 18, 2023
Report #: 2023-15240
Customer ID: 08100055
Project ID: Earth Environmental
Mercury
Sw-s46 74718
0.0260 mg/kg
07/31/2023
TCLP Metals
Arsenic (TCLP)
EPA 200.7, Rev. 4.4,1994
<1.0 mg/L
08/02/2023
Barium (TCLP)
EPA 200.7, Rev. 4.4,1994
<1.0 mg/L
08/02/2023
Cadmium (TCLP)
EPA 200.7, Rev. 4.4. 1994
<1.0 mg/L
08/02/2023
Chromium (TCLP)
EPA 200.7, Rev. 4.4, 1994
<1.0 mg/L
08/02/2023
Lead (TCLP)
EPA 200.7, Rev. 4.4,1994
<1.0 mg/L
08/02/2023
Selenium (TCLP)
EPA 200.7, Rev. 4.4,1994
<1.0 mg/L
08/02/2023
Silver (TCLP)
EPA 200.7, Rev. 4.4, 1994
<1.0 mg/L
08/02/2023
Mercury (TCLP)
EPA 245.1
<0.0002 mg/L
08/03/2023
Total Nitrogen (calc)
Total Nitrogen Total Nitrogen 6810 mg/kg 06/21/2023
Comment: 2,4,-D and 2,4,5-TP, SW846-8151, reported off manually integrated peaks due to complex sample
matrix. 2,4,-D reporting limit was elevated due to matrix. Results, except pH, reported on a dry
weight basis. pH repo ed on an as received basis. AMENDED 08212023 to report TN.
Reviewed by: -41 . - /
Report #.: 2023-15240 Page 3 of 3

Facility Name:
**TP Name:
sQ�
Monitoring Period: From
Z ,, /,0 `f fVI�--
/— /- ol"3
Permit Number: _iWi —%D/00/J,-
NPDES Number:4�t/COD,rXS' /
To
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A: Alternative 1 ❑ " Alternative 2 1 Alternative 3 ❑'
sfi^ y;S Alternative 40 Alternative 5 ❑ 1 Alternative 6 ❑
If applicable to alternative performed (Class A way) indicate "Process to Further Reduce Pathogens":
Compost O I Heat Drying ig❑ Heat Treatment ❑ ThermoPhilic ❑ :t
Beta Ray ❑ I Gamma Ray ❑ Pasteurization ❑
Class B: 4 Alternative 1 ❑ (( Alternative 2 ❑ jj Alternative 3 ❑
,.:r5.a7
I I
If applicable to alternative performed (Class B only) indicate "Process to S' ificantiy Reduce Pathogens":
Lime Stabilization ❑ Air Drying ❑ f Co o Aerobic Digestion ❑
; yy*ski.��, : „r
Anaerobic Digestion❑. i ` :` _ ?, Q �i'v, t:
If apulicable to alternative performed (Class A or Class B) complete the following monitoring data:
Numoer or
Allowable Level Pathogen Density Frequency Sample Analytical
Parameter �, , Excee- of Analysis Tech-ni ue
in Sludge klinimum' Geo. Mean_Maximun Units iu��.q Type 9
2 x 10 to u;e 6th
power MPN per
gram of total
solids or 2 x 10 to
Fecal Coliform the 6th power
CFU ver exam of
1000 mpn per c S/yl
gram of total solid /95--� Z 133 T;`.•eS 9a,p G
(dry weight) y
Salmonella bacteria 3 WN per 4
(in lieu of fecal grams total solid
coliform) (d-+. weip�t)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Option 1 C j Option 2 ❑ Option 3 E Option 4 ❑ f Option 5 ❑
Option 6 M Option 7 ❑ i Option 8 ❑ Option 9 >i x3 [Oh_eoFn 10 No vector attraction reduction options were performed ❑
CER3 IFICATION STATEMENT (please check the appropriate statement)
1 "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have been met."
❑ "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have not been met." (Please note if you check
this statement attach an explanation why you have not met one or both of the requirements.)
"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 and vector attraction reduction requirements have been met. I
am aware that there are significant penalties for false certification including fine and imprisonment."
IP&, A, /# AeV (a -
Preparer Name and Title ({ype or p ' t) Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer Date Signature of Land Applier (if applicable) Date
DENR FORM RF (512003)

Earth
Environmental.
Services
Murphy, NC
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
Mtt: Mike McHaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543 (office)
828-644-4835 (lab)
Lab IN 352
Report Date 2/8/2023
Date and Time Received 1/23/2023 9:54 AM
Date and Time Sampled 1/23/2023 9:54 AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
BIOSOUDS
Sample Time
Report Limit
Units
Method
Analyzed
SLUDGE FECAL
< 117
9:54 AM
126
%
SM9221E
1/23/23
Phi
11.9
9:54 AM
0.1
S.U.
SM2540 G
1/23/23
% TOTAL SOLIDS
65
9:54 AM
0.1
%
SM 2540 G
1/23/23
Lab Supervisor: Wanda G. Ladd; EES - Murphy Certified ByLL�_
ut"
Analyst
KEK
KEK
KEK

Earth
:: 'Environmental
Services
Murptry, NC
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
Att: Mike McHaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543 (office)
828-644-4835 (lab)
Lab IN 352
Report Date 4/14/2023
Date and Time Received 4/3/2023 9:59 AM
Date and Time Sampled 4/3/2023 9:59 AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
BIOSOLIDS
Sample Time
ReportLimit
Units
Method
Analyzed
Analyst
SLUDGE FECAL
< 122
9:59 AM
122
%
SM9221E
4/3/23
KEK
PH
12.2
9:59 AM
0.1
S.U.
SM2540 G
4/3/23
JW
% TOTAL SOLIDS
68
9:59 AM
0.1
%
SM 2540 G
4/3/23
KEK
Lab Supervisor: Wanda G. Ladd; EES -Murphy Certified By L2--5� 2_�/

c
Eh
Environmental
Services
Murptry, NC
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
P&: Mike McHaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543 (office)
828-6444835 (lab)
Lab IN 352
Report Date 8/23/2023
Date and Time Received 7/17/2023 9:50 AM
Date and Time Sampled 7/17/2023 9:50 AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
1310SOLIDS
Sample Time
Reportumit
Units
Method
Analyzed
Analyst
SLUDGE FECAL
< 124
9:50 AM
122
%
SM9221E
7/17/23
KEK
P'H
12.1
9:50 AM
0.1
1
S.U.
SM2540 G
7/17/23
KEK
TOTAL SOLIDS
69
9:50 AM
0.1
%
SM 2540 G
7/17/23
KEK
Lab Supervisor: Wanda G. Ladd; EES - Murphy Certified By�/J, M

Earth
Environmental
Semoces
Murpby, NC
Name and Address of Facility
Town of Maggie Valley
3987 Soco Road
Maggie Valley, NC 28751
Att: Mike McHaffey
Earth Environmental
75 Bison Lane
Murphy, NC 28906
828-837-9543 (office)
828-644-4835 (lab)
Lab ID# 352
Report Date 10/13/2023
Date and Time Received 10/2/2023 10:30 AM
Date and Time Sampled 10/2/2023 10:30AM
Sampler JOHN C. BROWN
CLASS A
Date
Test
BIOSOUDS
Sample Time
Report Omit
Units
Method
Analyzed
Analyst
SLUDGE FECAL
< 133
10:30 AM
133
%
SM9221E
10/2/23
KEK
?H
12.1
10:30 AM
0.1
s.u.
SM2540 G
10/2/23
KEK
W� TOTAL SOLIDS
74
10:30 AM
0.1
%
SM 2540 G
10/2/23
KEK
Lab Supervisor: Wanda G. Ladd; EES - Murphy Certified By: