WQ0013263_Application_20240516

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0013263
Applicant/Permittee Town Of Boone
Applicant/Permittee Address PO Box 192 Boone, NC 28607
Is the owner in BIMS? Yes ) No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Minor
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Municipal
Town of Boone Class A Residuals Program
Watauga
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
05116/2024
Yes No
$348
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Kenneth Howell
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
8282686270
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0013263
Has Current Existing permit number
Applicant/Permittee *
Town Of Boone
Applicant/Permittee Address*
PO Box 192 Boone, NC 28607
Facility Name*
Town of Boone Class A Residuals Program
Please provide comments/notes on your current submittal below.
Please find attached Land Application renewal permit for the Town of Boone, NC. This is a resubmittal.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Biosolids Permit renewal 2024.pdf 2.3MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
iYi-"C/ (1�lell
Submission Date 5/16/2024

2/22/2024
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Madam/Sir,
Please find attached the renewal application for Town of Bonne Class A Residual program permit #WQ
0013263. The current permit will expire on December 315t, 2024.
We are requesting that the signature authority for this permit be Changed from John Ward to Amy Davis, Town
Manager for the Town of Boone.
No changes to the Drying Process have been Made since the last renewal. In November of 2023, The town of
Boone WWTP upgraded the Trojan UV system to a Wedeco UV system. The new system was placed in the existing
channel with little modifications performed. it is marked on the site flow chart included with this application.
We are also asking to have our Maximum Dry Tonnage per year increased from 1250 tons to 1500 tons. This is
due to the growth of the Town of Boone and increase in enrollment of students at Appalachian State University.
Sincererly
Kenneth Howell
Senior Operator
[e-mail]
828-268-6270
CC: Rudy Broschinski, WWTP Superintendent
Todd Moody, Director of Public Works

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15ANCAC 02T .1100 -- DISTRIBUTION OF CLASS ARESIDUALS
FORNE DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Boone
Applicant type: Individual Corporation General Partnership Privately -Owned Public Utility
Federal State x Municipal County
Signature authority's name per 1 SA NCAC 02T .0106: Amy Davis Title:. Town Manager
Applicant's mailing address: P.O. Box 192
City: Boone State: NC Zip: - 28607
Telephone number 8f 28 ) 268 6200 Email Address: Amy, [e-mail]
2. Consultant's name: License Number (for P.E.):
Affiliation; On Staff Retained (Finn: )
Consultant's mailing address;
City: State.• Zip: -
Telephone number. () - Email Address: .
3. Fee submitted: (See Instruction B)
II. PERMIT INFORMATION:
1, Application is for (check all that apply): new, modified, X renewed pen -nit
2. If this application is being submitted to renew ormodify an existing permit, provide the following:
Permit number. 3YQ0013263
Date of most -recently issued permit: _ _ October 1.2019
Date of most -recently certified Attachment A (if different than the permit):
M. FACILITY INFORMATION:
L. Name of residuals processing facility: Jimmy S 'th
City: Boone State: NC Zip: _ 28607 -
Coordinates: Latitude: 360 12 ' 52 Longitude: _$j,,,,,o __R ' __�ff"
Datum: Level of accuracy:
Method of measurement:
County where facility is located: Watauga
2. Facility contact (person familiar with residuals preparation):
Name: &ujigth 11o=111 Title: SCUIQr pgMLQL
Mailing address, P.O. hg2j 122
City: Boone State: NC Zip: 28607 -
Telephone number. (828) 268 - 6270 E-mail address: [e-mail]
FORM: DCAR 06-16 Page 4
of

3 _ is the residual process facility also the generator? X Yes; No
If No, please specify delivery frequency and quantity of residual to be processed:
1. Length of residuals storage at facility: 90 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; X lawn (bulk); home garden (bulk),
X other (explain); Most residuals are sold or given in bulk to 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. (
;omplete the lollowing it residuals are to be mixed with other
Type of Materials 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: 865 dry tons peryear:
4. Approximate amounts of the final product (processed residuals)to be distributed: 654 dry tons peryear:
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 in a shed for90 to 120 days. Residuals are kept se ep rate
and are not released to the public without lab results.
L. Does the facility have a stormwater management plan? Yes; X No
Explain whether the treatment and storage areas are under roof or how storrnwater runoff will be handled: Treatment and
storage are under a roof.
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.
FORM: DCAR 06-16 Page 5
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.
Q Yes U., No, Explain;
1,
,yiC Ivy M
Authority's Name — PLEASE PRINT) (Title)
attest that this application for 1J t y'i j VLH � I R1 �1y S U .Y 1 �� ` m a rL� P t clj
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required pants of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and §143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: ' 2 o 4-
FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
Eir Department of Environmental Quality
NEW
AW
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 copies of the application and
supporting documentation
For more in formation, 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 .I 100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
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 11-15) 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 "Map 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 fi•equency, 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 I of I

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Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
1. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
L Facility Name: Jimmy Smith WWTP
2. Facility permit holder is: Q Federal, El State, Ej Local Government, or Q Private.
Facility permit issued by: xEj Div. of Water Resources, El Div. of Environmental Health,
or E3, Other (explain ).
3. Facility contact person and title: Kenneth Howell, Senior Operator
Complete mailing address: PO 192
City: Boone State: NC Zip: 28607 2-
Telephone number: (82_8) 268-6270 E-wail address: [e-mail]
4. Facility physical address: 201 Casey Lane
City: Boone State: NC Zip: 28607 M
Coordinates: Latitude: 36' 12' 52" Longitude: 8 1' 38' 41"
Datum Level of accuracy EL
Method of measurement.:..- _._:,:
5. Purpose of the facility:
Q treatment of municipal wastewater, E] treatment of 100% domestic wastewater,
E] treatment of potable water, E3 treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 336 % industrial and 96.4 % domestic)
E] other (explain € ).
6. Does the facility have an approved pretreatment program: x[] Yes E] No
7. Facility permitted/design flow: 4.82 MGD and facility average daily flow: 226 MGD
8. Average amount of residuals being generated at this facility 865 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Thermal Drier Class A , 2000 Ton Storage Shed
Type and volume of residuals storage (i.e., outside of residuals treatment units)
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 dourestichnunicipal 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:
t] 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 Elm systems).
FORM: RSC 06-16 Pagel of 5

4. Metals Determination; Complete one of the following tables (Le., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated tinder 15A NCAC 02T .1105.
a. For Distribution/Laud Appileallo►t: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Pace Analytical and Date of analysis: 02/08/2024
Parameter
Ceiling
Concentration Limits
(C1assA & ClassB)
(ingAg)
Monthly Average
Concentration Limits
(Class A Only)
(mg4g)
Result
)ng/kg)
Arsenic
75
41
2.7
Cadmium
85
39
1.2
Copper
4,300
1,500
4l0
Lead
840
300
13.6
Mercury
57
17
0.36
Molybdenum
75
n/a
5.1
Nickel
420
420
15.6
Selenium
100
100
3.7
Zinc
7,500
2,800
875
b. For Surface Disposal Unit (la►(lTll): Fill in the following table with the results of the latest analyses (i.e., on a dr-y weight
basis) for the following metal parameters:
Laboratory Em and Date of analysis: j
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(nig/kg)
Chromium
(mg4g)
Nickel
(H1949)
> 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 (nig4g)
FORM: RSC 06-16 Page 3 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 Q. no.
If yes, list the number(s) LAM
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: Q yes x0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Pace Analytical and Date of analysis: 05/05/2022
Passed corrosivity test: xyes 13 no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: xyes 0 no. Flashpoint € M IF (> 1400F)
Passed reactivity test: x[ yes One. HCN:, mg/kg (<250) & H2S
mg/kg (<500)
TCLP Parameter
Limit
Ong/1)
Result
(nrg/1)
TCLP Parameter
Limit
(nrg/1)
Result
(1)19/1)
Arsenic
5.0
ND
Hexachlorobenzene
0.13
ND
Barium
100.0
ND
Hexachloro-1,3-Butadiene
0,5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
ND
Lead
5.0
ND
Carbon Tetrachloride
0.5
ND
Lindane
0.4
ND
Chlordane
0.03
ND
Mercury
0.2
ND
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
ND
Nitrobenzene
2.0
ND
m-Cresol
200.0
ND
Pentachloroplienol
100.0
ND
o-Cresol
200.0
ND
Pyridine
5.0
ND
p-Cresol
200.0
ND
Selenium
1.0
ND
Cresol
200.0
ND
Silver
5.0
ND
2,4-D
10.0
BRL
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
ND
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
BRL
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
Ni)
NORM: RSC 06-16 Page 2 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 91.8 %.
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: Pace Analytical and Date of analysis: 02/08/2024
Parameter
Result
(mg/kg)
Aluminum
17400
Ammonia -Nitrogen
1220
Calcium
29200
Magnesium
2420
Nitrate -Nitrite Nitrogen
ND
pH (Standard Unit)
5.7
Phosphorus
15800
Potassium
3330
Sodium
940
Total Kjeldahl Nitrogen
53000
c. Using the results listed in Item I1. 5b. above, calculate the sodium adsorption ration (SAR): 1.5
[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 sodiurn. 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): XEJ default value, or 1B 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: j,I
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 (1s°) Year PAN
Five -Year
Maximum Adjusted PAN
(mg4g)
(mg/kg)
Surface
16144
20502
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: none
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction_: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For DistriLuliar/Larrrl Apnlicatiorr_of Class A or Equivalent:
C A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
7 A sahnonella 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 [I5A NCAC 02T.1106(b)(3)(A)] - Time/Temperature Compliance.
Alternative 2 [15A NCAC. 02T.1106(b)(3)(B)] - Alkaline Treatment.
Alternative 3 [ 15A NCAC 02T, t 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Hehninth Ova.
Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Hehninth Ova.
Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, E] heat drying, Q heat treatment,
thermophilie aerobic digestion, El beta ray irradiation,
gamma ray irradiation, or pasteurization.
K For Land A plicrrtion of Class B.
Alternative 1 [15A NCAC 02T.1106(c)(t)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T. 1 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one. aerobic digestion, air drying, [ anaerobic digestion,
composting, or Q line stabilization.
c. Far Surface Disposal:
Ej Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above.
El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
Q Exempt -If Daily Cover Alternative is chosen in Item I1.8, 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 [I5A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.1107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.1107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
Alternative 4 [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.
xAlternative 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.I 107(a)(9)] - Injection.
Alternative 10 [15A NCAC 02T.I 107(a)(10)] - Incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [I5A NCAC 02T.I 107(b)(2)].
0 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 5 of 5

r
NARRATIVE FOR CLASS A PERMIT RENEWAL
Permit No. WCLOO13263
Town of Boone
The residuals are treated and stored onsite. Solids are wasted to aerobic digesters then piped
to the drier building to be processed.
The solids are mixed with a polymer to make a cake to be run through a 2 meter Eimco belt
press. The water from the solids is drained back to the headworks. The solids then go through a
thermal heat drying process that produces an 85-92% residual.
A storage shed is attached to the drier building and the dried residuals drop from a chute to a concrete
floor. After each drier run residuals are stored in a designated area under the shed, until lab results
confirm they can be released.
The class A Biosolids are sold or given away in bulk. All recipients sign an information sheet
with instructions for proper use and a copy is retained on file at the plant. We require that the
biosolids be covered with a tarp when hauled.

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EXHAUST VAPOR OUT -LET
SEALED ACCESS COVER
MATERIAL INLET
SCRAPER 'BAR
{� 'VAPOR -DOME _
DISC.�1,
1
r
STEAM % CONDENSATE PIPE
•DAFFLE PLATE
STATOR
I
SUPPORT SADDLE
MATERIAL OUTLET'
I '
FOUNDATION
- la1;l�,:}.1�1,i �,1.'1:E�l:iln fi1!i,l.
I
• ,
END •VIEW ,SECTION
EXHAUST VAPOR OUTLET*
' VAPOR DOME •--�• ,_
� .
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SCRAPER' BARS
MATERIAL INLET
i
ROTOR ARIds
Discs
? i
SEAL
ROTOR. BEARING
`�
�..-_.......� SIPHON TUBE
}
ROTOR AIR VENT��_
7
CONDENSATE OUTLET
CONNECTION IL ����
lr
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ROTARY STEAM JOINT
'HOLLOW 5f IAFT•
GEARBOX
!
STEAM INLET .
1
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CONDENSWE PIPES '
PADDLES .
— MATERIAL OUTLET
FdUNDATION
SUPPORT SADDLE'
S.IDE' VIEW SEQTION
Alas -Stork ROTADISC®
INDIRECT HEATED DISC DRIER
Figure 1
�o

Operators: Claps A Resictza1s Process Log
Dig #
Date Beg LVI
End Lvl
Gallons
%solids
Dry Tons
Start up Shut Down
Time, DatefTime
Startup I B tfi 24 32 40 4B 56,
Notes
Hof Well Temp,
190-205
Steam Press,
80 psi
r
�atwell
1~Iring Rate
20%
Feed Pres.
5o e d s
ftn r H n'
0
Hardness Hotwell
TDS
< 8550
-r:<
SO3
50
�= �T `-.
�;
Hardness SCR
0
= f `
SCR
TDS
< 8550
pH
10.5-12.5
803
50 - 100;;,'-r
P-AIk
> 300
,._ =.sou
N®R,;
Iron
< or = 5.0
Iron Cond,
< 0.5
TDS'
5%of SCR
P HMEOW
TIME COMPLETE
6
12
is
24
30
36
42
49
54
Chem Nix
Driptrap Air Com, .
Air & H2O Lines
Drive B elts
Sludge Pump
Rollers/Belts
Fzt/Rr Grease
E=t
Oil. Levels
Bolts/Nuts
Corlveyerp
Gas/FI20 Leaks
Pumps
Baghouse
GasMO Lines
Pumps/Drives
Meter P=ps
salt
c
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•-
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�i�S.Ta.
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Y
Drains
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Drier Log
DATA: _
Datelii
Ii i e
cu
cn
PA
4-1
p
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U
4.) ..
N
rl
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0
Date '
Time
Bag_House
Ist Stage Scrubber
pH
Recirc. Pump
2nd Stage Scrubber
pH
ORP
Re rc. Pump
REMARKS:
Hello
619199
Drier Building ®cloy Control Equipment Log
For each check please write OK and Initials
Notes:

�.
>
�;�.
��
11 ��
�- __-__.
T �_ _ _ _
_
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S _��_�.._
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3��. :.JL_.___ __. _ �, 1���_..

Operation and Maintenance
A. Solids flow from a digester to the drier building and mixed with a polymer to form a cake. This
cake is then run through a belt press, then through conveyors to a thermal drier heated by a
steam generator. The residuals are then transported by another conveyor to a chute where it
drops to a concreter floor under a storage shed that is attached to the drier building. A dust
collection and air scrubbing system are part of this process.
B. The drier is in operation 2 — 3 days each week (24hrs per day). Each shift is responsible for
checking boiler chemicals and preventative maintenance inspections listed on the Class A
residuals. Process Log (included). Small maintenance repairs can be completed by the operators,
any large repairs and services are performed by our Maintenance Technician.
C. All equipment is operated with manufacturers safety equipment. The town of Boone has a
mandatory safety Training program for all operators. The boiler system is inspected by the DOI
annually. Certificate is posted on the boiler. Orc checks weekly.
D. In case of a spill it is determined if it can be contained and if any went to a water source.
Spill is cleaned up, calling help as needed. Determine cause of spill to prevent reoccurrence. LA
ORC Mike Everett 828-773-3709, WWTP ORC Rudy Broschinski 828-297-6242 and Ken Howell
828-263-8157. Notify DENR within 24 hrs. of spill. 336-776-9800 Outside business hours 800-
858-0368 or 919-773-3300.
Sampling and Monoriting
Mike Everett and Ken Howell are responsible for sampling and monoriting of the biosolids. Biosolids are
stored in a covered shed behind the drier building. Biosolids with confirmed lab results are keep
separated from those that have not been analyzed. Samples are taken quarterly and analyzed for
nutrients, metals, and pathogens and vector reduction. An annual TCLP is performed each permit cycle.
Biosolids are not released to the public without a confirmed lab report.

Spill and Response Plan
1) if a spill occurs determine if you can contain it. If not get up with someone on the
contact list start at top of the list.
2) When contained fill out spill notification form. If any of the spill has gotten into a
water source estimate haw much.
3) Start cleaning up spill and take it back to the storage shed. Call for help if needed.
4) Determine cause of spill so we can prevent incident from happening again.
5) Notify DENR within 24 hr. of spill. 336-776-9800. Outside business hours 800-858-
0368 or 919-773-3300
Emergency contact list: - LA ORC: Mike Everett 828-2644503/828-773-3709
WWTP ORC: Rudy Broschlnski 828-297-6242/828-773-9520
Senior Operator: Ken Howell 828-263-8157/828-4f6-4*6-k-"
LS 1- rI O'l

Agency C0Oti.lCLLOU cm^IN/________
Only some
(if the igcnu, IiNted bere Inay need to lie notified in
any PikI-tiCLII;LI- incidenc
the Response Coordi
wi toes
bestjmgmcn,okouk\L*/mecl.
Those mxd'cd.,id`^nnuterisk
should 6rno/ifio|pc,rveoc
'
gencies
Ap
Phone No.
------
Contact
Date/Time
Regional Offiec in Aflanta, GA
Emergency
800-321-C)SHA
in Aflani a, GA
800-12-1-880-1
Division of Eniciv
Chemical/Oil Spill Reporrino Linc
City Hall - Town Ninnaper
268-6200
268-6254
'
----'
-- —
' '
7,18
'-------'' —'
----
' —' —
Synagro mical mstc iisoomJ;nVO take
-------� —
'-----
^'Safety
1\"ICCJI kh*ni*J u;I`mWill
5-11 t
I']pxny)
— — �
�
| �--�---' —[--
-----

Pace Analytical Services, LLC
�
y�+p �ir1 r g @ 1377 South Park Drive
VQV A alyti /►al Ke€nersvilte, NC 27284
www.pactl&bs.corn [phone]
Page 1 of 2
Laboratory Report
Karen Reece Report Date: 05/05/2022
Town of Boone VVVVTP Date Received: 04/21/2022
P4 Drawer 192
Boone, NC 28607
Project: Boone - TCLP Biosolids
Pace Project No.: 92600489
Sample: Blosolids TCLP Lab ID: 92600489001 Collected. 04/21/22 07:30 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Method Parameters Results Units Report Limit Analyzed Qualifiers
EPA8081B
gamma-BHC (Lindane)
ND
ug/L
0.50
04/29/22 14:51 R1
EPA8081B
Chlordane (Technical)
ND
ug/L
3.0
04/29/22 14:51
EPA8081B
Endrin
NO
ug/L
0.50
04/2912214:51
EPA8081B
Heptachlor
NO
ug/L
0.50
04/2912214:51 R1
EPA 8081 B
Heptachlor epoxide
ND
ug/L
0.50
04/29/22 14:51
EPA8081B
Methoxychlor
ND
ug/L
1000
0412912214:51
EPA 8081 B
Toxaphene
ND
ug1L
3.0
04/29/22 14:51
EPA6010D
Arsenic
ND
mg/L
0.050
04/2712211:29
EPA6010D
Barium
ND
mg/L
0.25
04/2712211:29
EPA6010D
Cadmium
ND
mg/L
0.0050
04/2712211:29
EPA6010D
Chromium
ND
mg/L
0.050
04/27/2211:29
EPA6010D
Lead
NO
mg/L
0.025
04/27/2211:29
EPA6010D
Selenium
NO
mglL
0.10
0412712211:29
EPA6010D
Silver
NO
mg/L
0.025
04127/2211:29
EPA7470A
Mercury
NO
mg/L
0,00020
05/0212215A6
EPA 8270E
1,4-Dichlorobenzene
NO
ug/L
50.0
04/27/22 16:49
EPA 8270E
2,4-Dinitrotoluene
ND
ug/L
50.0
04/27/22 16:49
EPA 8270E
Hexachloro-1,3-butadiene
ND
ug/L
50,0
04127/22 16:49
EPA 8270E
Hexachlorobenzene
ND
ug1L
50.0
04127/22 16:49
EPA 8270E
Hexachforoethane
ND
ug/L
50.0
04127/22 16:49
EPA 8270E
2-Methylphenol(o-Cresol)
NO
uglL
50.0
04/27/22 16:49
EPA 8270E
3&4-Meihylphenol(m&p Cresol)
ND
uglL
50.0
04127/22 16:49
EPA 8270E
Nitrobenzene
ND
ug/L
50.0
04/27/22 16:49
EPA 8270E
Pentachlorophenol
NO
ug/L
100
04/2712216:49
EPA 8270E
Pyridine
NO
ug/L
50.0
04/27/22 16:49
EPA 8270E
2,4,5-Trichlorophenol
NO
ug/L
50.0
04/27/22 16:49
EPA 8270E
2,4,6-Trichlorophenol
NO,
ug/L
50.0
04/27/22 16:49
EPA 8260D
Benzene
ND
ug/L
100
04/27/22 19:45
EPA 8260D
2-Butanone(MEK)
ND
ug/L
200
04127/22 19:45
EPA82600
Carbon tetrachloride
NO
uglL
100
04/27/22 19:45
EPA 8260D
Chlorobenzene
ND
ug/L
100
04/27/22 19:45
EPA 8260D
Chloroform
NO
ug/L
100
04/27/22 19:45
EPA8260O
1,4-Dichlorobenzene
NO
ug/L
100
04/27/22 19:45
EPA 8260D
1,2-Dichloroethane
NO
ug/L
100
04/27/22 19:45
} EPA 8260D
1,1-Dlchloroethene
NO
ug/L
100
04/27/22 19:45
EPA 8260D
Tetrachloroethene
ND
ug/L
100
04/27/22 19:45
EPA 8260D
Trichloroethene
ND
ug/L
100
04/27/22 19:45
EPA 8260D
Vinyl chloride
ND
ug/L
100
04/2712219:45
EPA 9045D
pH at 25 Degrees C
6.5
Std. Units
0.10
04/26/22 09:52 H3
EPA 1030
lgnitability
NO
mm/sec
2
04125122 12:00
Pagel of 28

41
aceAnalyllcal
rtww.pasalahs,catn
ANALYTE QUALIFIERS
H3 Sample was received or analysis requested beyond the recognized method holding time.
R1 RPD value was outside control limits.
Reviewed by:
Stephanie Knott
704-977-0981
stephanie.knott@pacelabs,com
Pace Analytical Gulf Coast
7979 Innovation Park Drive, Baton Rouge, LA 70820
Arkansas Certification #: 88-0655
DoO FLAP Certification #: L18-597
Florida Certification #, E87854
Illinois Certification #: 004685
Kansas Certification #: E-10354
Louisianall-ELAP Certification M 01955
North Carolina Certification #: 618
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersvil le, NC 28078
North Carolina Drinking Water Certification M 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
North Dakota Certification #: R-195
Oklahoma Certification #: 2019-101
South Carolina Certification #: 73006001
Texas Certification #: T104704178-19-11
USDA Soil Permit # P330-19-00209
Virginia Certification #: 460215
Washington Certification M C929
South Carolina Certification #: 99006001
South Carolina Drinking Water Cart. #: 99006003
FloridalNELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: t A029
ViirginiaNEtAP Certification #: 460221
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
VieginiaNELAP Certification #: 460222
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
(704)977-09Bl
Page 2 of 2
Page 2 of 28

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}
Laboratory receiving samples:
Asheville ❑ Eden[—] Greenwood ❑ Huntersville
r
BC�r`�(;rilfl�lCBl'^
Document Name: Document Revised: November 15, 2g21
Sample Condition Upon Receipt (SCUR) I Page 1 of 2
Document No,: Issuing Authority,
I
F-CAR-CS-033-Rev.03 Pace Carolinas quality OT-fice
Raleigh Mechanicsville AdantaE] Kernersville-
Cile ame:
7UP Project R:
Courier: [—]Fed Ex ❑UPS ❑LISPS ❑Client
❑ Commercial Qy ce ❑Other:
Custody Seal Present? ❑Yes4o Seats Intact? ❑Yes ❑Pin
Packing Material: ❑Bubble Wrap >�ble Bags ❑None ❑ Other
Thermometer:
et ❑81ue
❑ IR Gun 10: Type of ice:
Correction Factor-
Cooler Temp: Add/Subtract ('C) Q 10
Cooler Temp Corrected ('Q.
USDA Regulated Sall (❑ N/A, water sample)
Did samples wfgin in a quarantine zone within the United States: CA, NY, or SC (check maps)?
❑Yes o
Biological Tissue Frozen?
❑Yes ❑NoW/A
❑None
Temp should be above freezing to 6'C
❑Samples out of temp criteria. Samples on ice, coating process
has begun
Did samples originate from a foreign source (internatl naily,
Inrludtne Hawaii and Auprsn Riml? € lYps I .'
Comments%Discrepancy:
Chain of Custody Present?
es
❑No
❑N/A
1.
Samples Arrived within Hold Time?
es
❑No
❑N/A
2.
Short Hold Tlme Analysis (<72 hr.)?
[]Yes.,
G; vo
❑N/A
3.
Rush Turn Around Time Requested?
❑Yes
o
❑N/A
4.
Sufficient Volume?
[es
❑Na
❑N/A
S.
Correct Containers Used?
-Pace Containers Used?
(fifes
es
[]No
[:]No
❑N/A
❑N/A
6.
Containers Intact?
Yes
❑Na
❑N/A
7.
Dissolved analysis: Samples Field Filtered?
[]Yes
❑No
/A
B.
Sample Labels Match �pC?
-Includes Date�me/ID/Analys€s Matrix:
Ves
[]No
❑N/A
9,
Headspace in VOA Vials (>S-6mmj?
[]Yes
[-]No
[!/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
❑Yes
❑Na
❑No
/A
A
11,
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Date/Time:
Lot ID of split containers:
Date:
field Data Required? ❑Yes []NO
Project Manager SRF Review:
Date:
Page 4 of 28

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Page 5 of 28

(��a'c ie A na /y tic l
LELAP CERTIFICATE NUMBER: 01955
DOD -FLAP ACCREDITATION NUMBER: 74960
ANALYTICAL RESULTS
PERFORMED BY
Pace Analytical Gulf Coast
7979 innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 04/26/2022
IIIIReIIpIIIortV ^p^Ip2W2Ip2pf1Y4yI2303
NY��I�I�IIIu II�MI RN����
Project 92600489 Boone-TCLP Biosolids
Samples Collected 4/21/22
Deliver To Additional Recipients
Stephanie Knott NONE
Pace Analytical Kernersville
1377 south Park Drive
Kernersville, NC 27824
704-977-0981
1*6nwok
PJ LA
T"Ung
uoo cv►r
Pace Gulf Coast Report#: 222042303 Page 1 of 9

Report#: 222042303
Project ID: 92600489 Boone-TCLP Biosotids Report Date: 04/26/2022
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed In accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
Mt indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MSlMSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
* Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result Is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast, The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
t certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions In the case narrative. Release of the data contained In this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager of hislher designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 222042303
Pace Gulf Coast Report#: 222042303 Page 2 of 9

� .�aceA+,ayrka+'
ReportH: 222042303
Project ID: 92600489 Boone-TCLP Biosolids Report Date; 04/26/2022
Certifications
Certification
Certification Number
DOD FLAP
74960
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Okiahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington.
C929
USDA Soil Permit
P330-16-00234
Pace Gulf Coast Report#: 222042303 Page 3 of 9

MiytxaV'
Report#: 222042303
Project ID: 92600489 Boone-TCLP Biosol'€ds Report Date: 04/26/2022
Case Narrative
Client: Pace Analytical Services Report: 222042303
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Pace Gulf Coast Report#: 222042303 Page 4 of 9

Report#: 222042303
Auly1xa!'
Project ID: 92600489 Boone-TCLP Biosolids Report Rate: 04/26/2022
Sample Summary
Lab 1D Client ID Matrix Collect Date Receive Date
22204230301 BIOSOLIDS TCLP Solid 4/21/22 07:30 4/22122 09:30
Pace Gulf Coast Report#: 222042303 Page 5 of 9

Report#: 222042303
f project 1D: 92600489 Boone-TCtP Biosolids
Detect Summary
No analytes were detected for analyses performed by Pace Gulf Coast.
Report Date: 04/26/2022
in
Pace Gulf Coast Report#: 222042303 Page 6 of 9

aiah6car'
Report#: 222042303
Project ID: 92600489 Boone-TCLP Biosoticls Report Date: 04/26/2022
Sample Results
BIOSOLIDS TCLP Collect Date 04/21/2022 07:30 Lab iD 22204230301
Receive Date 04/22/2022 09:30 Matrix Solid
k1030
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %aMolsture
NA NA NA 1 0412512212:00 739338 JGI) 12.45
CAS#
Parameter
Result
DL
LOQ
Reg Limit
Units
000000-011-7
Ignitable
NO
2
2
2
mmisec
Pace Gulf Coast Report#: 222042303 Page 7 of 9

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ANA[YTICAE- ENVIRONMENTAL SERVICES, INC.
AES
April 29, 2022
Stephanie Knott
Pace Analytical
1377 South Park Dr
Kernsvilte NC 27294
RE: 92600489
Dear Stephanie Knott: Order No: 2204P 17
Analytical Environmental Services, Inc. received 1 samples on 4/22/2022 8:49:00 AM
for the analyses presented in following report.
"No problems were encountered during the analyses except as noted in the Case Narrative or by qualifiers in the
report or QC Summary. Additionally, all results for the associated Quality Control samples were within EPA
and/or AES established limits.
AES' certifications are as follows:
-NELAP/Florida State Laboratory ID E87582 for analysis of Non -Potable Water, Solid & Chemical Materials,
Air & Emissions for Organics, and Drinking Water Microbiology & Metals, effective 07/01/21-06/30/22.
North Carolina Certification number 562 for analysis of Surface Water, Groundwater, Effluent, effective until
12/31/22.
-South Carolina Environmental Laboratory Certification number 99016003 effective until 6/30/22.
These results relate only to the items tested as received. This report may only be reproduced in full and with
written permission from the laboratory.
If you have any questions regarding these test results, please feel free to call.
Sincerely,
1,
Paris Masoudi
Project Manager
ifk it �'�,•-i�lrttlial j3ri+',• Atlmtt,a.10440 �C,�l; �/�7lk.-i- �l.tit•['t Fax; 770.4<c:7.it188 " ,,JI I=rcu: 800,972.4889
•
St'.,L•dtIt, nta.;7" Page 15 of 28
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Analytical Environmental Services, Inc
Date: 29-Apr-22
Client:
Pace Analytical
Client Sample ID:
BIOSOLIDS TCLP
Project Name
.92600489
Collection Daft:
4/21/2022 7:30:00 AM
Lab ID:
2204P17-001
Matrix:
Solid
Analyses Result Reporting Qual Units I3atchID "Hullo DatcAnalyzcd Analyst
Limit 11
HERBICIDES,TCLP SW131118151A
2,4,5-TP (Silvex) BRL 0.20
2,4-D BRL 0.20
Surr: DCAA 77.8 50.1-120
!. Qualifiers: i
Value exceeds maximum contaminant level
BRL Belowreportinglimit
H
Holding limes for preparation or analysis exceeded
N
Analyte not NELAC certified
B
Analyle detected in the associated method blank
>
Greater than Result value
(SW3510C)
me/L 335157 1 04128/202213:43 KH
mp/L 335157 1 04/28/202213:43 KH
%REC 335157 1 04/28/20221143 KH
E Estimated (value above quantilation ranee)
S Spike Recovery outside limits due to n7atriK
Narr See case narrative
F Analyzed in the lab which is a deviation from the method
Less titan Result value
7 Estimated value detected below Reporting Limit
Page 17 of 28
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Page 20 of 28
Pans- R of R

k
ANALYTICAL. ENVIRONMENTAL SERVICES, INC.
AES
May 05, 2022
Stephanie Knott
Pace Analytical
1377 South Park Dr
Kernsville NC 27284
RE: 92600489
Dear Stephanie Knott: Order No: 2204T46
Analytical Environmental Services, Inc. received 1 samples on 4/27/2022 9:17:00 AM
for the analyses presented in following report.
"No problems were encountered during the analyses except as noted in the Case Narrative or by qualifiers in
the report or QC Summary. Additionally, all results for the associated Quality Control samples were within
EPA and/or AES established limits.
AES' certifications are as follows:
-NELAP/Florida State Laboratory ID E87582 for analysis of Non -Potable Water, Solid & Chemical Materials,
Air & Emissions for Organics, and Drinking Water Microbiology & Metals, effective 07/01/21-06/30/22.
-North Carolina Certification number 562 for analysis of Surface Water, Groundwater, Effluent, effective until
12/31 /22.
-South Carolina Environmental Laboratory Certification number 98016003 effective until 6/30/22.
These results relate only to the items tested as received. This report may only be reproduced in full and with
written permission from the laboratory.
If you have any questions regarding these test results, please feel free to call.
Sincerely,
pal,_4, IAczoa"C-
Paris Masoudi
Project Manager
3lji 11 l'r.••i.l •niinl I leivo • ;`lL�nE.�. C;,•.,r,:ia 31) 340 1 r�: l iEl. 1�'i.41 �"� Fax: 77t1.-��7.2�1 35 Toll I rcr: 8��{1.9! �. S$8<)
w wkk, a.•.al l,.�,t.... „�„ Page 21 of 28
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Reactivity

Analytical Environmental Services, Inc
Date: 5-May-22
Client:
face Analytical
Client Sample Ill:
BIOSOLIDS TCLP
Project Name:
92600489
Collection Date:
4/21/2022 7:30:00 AM
Lab ID:
2204T46-001
Matrix:
Solid
Analyses
Reporting
Result Limit Qua!
uuu[mn
Units Batc11ID iFaetor DateAnalyzcd Analyst
Sulfide, Reactive SW846-7.3
(SW7.3.4.2)
Sulfide, Reactive
BRL 100
Mg/Kg 335376 1 04/28/2022 12:00 AD
Cyanide, Reactive SW846-7.3
(SW7.3.3.2)
Cyanide, Reactive
1.49 0.962
❑1giK8 335102 1 05/04/2022 00:00 AD
t�l�alifers: * Value exceeds maximum cuntaminant level
-' BRL Hetowtepostinglimit
H Holding times for preparation or analysis exceeded
N Malyte not NELAC certified
Anatyte detected in the associated method blank
> Greater than Result value
E Eslimated (value above quanfitalion mnec)
5 Spike Recovery outside limits due to matrix
Narr See case narrative
F Artalyzed in the lab which is a deviation from the method
< Less than Result value
1 Estimaud value detected below Reporting Limit Page 23 of 28
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�Ilace,
Laboratory Report
Karen Reece
Town of Boone WWTP
PO Drawer 192
Boone, NC 28607
Project: Biosolids -Quarterly
Pace Project No.: 92710176
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page i of 2
Report Date: 02/08/2024
Date Received: 01 /25/2024
Sample: Blosolids
Lab ID: 927101176001 Collected: 01/25/24 09:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Method
Parameters
Results
Units
Report Limit
Analyzed
Qualifiers
EPA6010D
Aluminum
17400
mglkg
32.8
01130/2416:57
EPA 601 OD
Arsenic
2.7
mglkg
1.6
01/30/24 15:13
EPA6010D
Cadmium
1.2
mglkg
0.066
01/30/24 15:13
EPA6010D
Calcium
29200
mglkg
82A
01/3012416:57
EPA 6010D
Copper
410
mglkg
3.3
01/30/24 15:13
EPA6010D
Lead
113.6
mglkg
0.66
01/3012415:13
EPA6010D
Magnesium
2420
mglkg
6.6
01/30/24 15:113
EPA6010D
Molybdenum
5.1
mglkg
3.3
01/30/2415:13
EPA 601 OD
Nickel
15,6
mglkg
0.33
01/30124 15:13
EPA6010D
Potassium
3330
mglkg
328
01130/24 15:13
EPA6010D
Selenium
3.7
mglkg
3.3
01130/2416:57
EPA6010D
Sodium
940
mglkg
328
01/3012415:13
EPA 601 OD
Zinc
875
mglkg
3.3
01/30/24 16:57
EPA 601 Go
Sodium Adsorption Ratio
1.5
megll.
02/08/24 10:59
N2
EPA7471B
Mercury
0.36
mglkg
0.032
02/0112414:36
M1
SM 2540G-2011
Total Solids
91.8
%
0,10
01/26/24 17:04
SW-846
Percent Moisture
8.2
%
0.40
01/26/24 16:56
N2
EPA 9045D
pH at 25 Degrees C
5.7
Std. Units
0,10
02/01/24 13:25
N3
None
Plant Available Nitrogen
16100
mglkg
02/01/24 14:33
N2
TKN+NO3+NO2
Nitrogen
53000
mglkg
40.0
0210112414:36
Calculation
EPA 350.1 Rev 2.0 1993
Nitrogen, Ammonia
1220
mglkg
31.4
01/31/24 05:39
Mod.
EPA 351.2 Rev 2.0 1993
Nitrogen, Kjeldahl, Total
53000
mglkg
2590
01/31/24 04A4
EPA 353.2 Rev 2.0 1993
Nitrogen, NO2 plus M03
ND
mglkg
4.3
01/27/24 00:26
EPA 353.2 Rev 2.0 1993
Nitrogen, Nitrate
No
mglkg
4.3
01/27124 00:26
EPA 353.2 Rev 2.0 1993
Nitrogen, Nitrite
ND
mglkg
4.3
01/27/24 00!26
R1
EPA 365.1 Rev 2.0 1993
Phosphorus
15800
mglkg
272
02/05/24 18:08
ANALYTE QUALIFIERS
I13 Sample was received or analysis requested beyond the recognized method holding time.
Mi Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELACfrNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditationslcertiflcations is available upon request.
R1 RPD value was outside control limits.
Page i of 5

�ace°
Reviewed by:
Stephanie Knott
704-977-0981
stephanie.knott@pace€abs.com
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
FloddalNELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
FloridalNELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: 1 A029
Virg€nlaNELAP Certification #: 460221
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
Virgin€aNELAP Certification #: 460222
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 2 of 2
Page 2 of 5

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DC# Title; ENV-FRM-HUN1-0083 v03—Sample Condition Upon Receipt
ace
yi,,�xr. tEnY�i
Effective Date: 12/01/2023
Laboratory receiving samples:
Asheville 0 Eden❑ Greenwood ❑ Huntersville ❑ Raleigh[-] Mechanicsville❑ Atlanta❑ Kernersvilleoj'
k Client Name;
Project a-,
Courier: [—]Fed Ex ` ❑UPS ❑USPs 1710ient
❑ Commercial Ex-ce ❑t)ther; , „,,. -
Custody Seal Present? ❑Yes Egho Seals intact? Des ❑No (3N/A ���
Date/initials Parson Examining [on;Qnts:���+�.s
Packing Material: Bubble Wrap (ZI16ble Bags ❑None ❑ other
Thermometer,
❑ iR Gun ID:
TYPe oJ Ice: et ❑0'ue ❑None
Gorractlan Factor:
Biological Tissue Frozen?
❑Yes ❑No�J/A
Cooler Tempt Add/Subtract (`Q Temp should be above freezing to VC;
❑Samples out of temp criteria. Samples on Ice, cooling process
Cooler Temp [urreged {"Cj: _ _� �_ has begun
Regulated Soil ( E) N/A, water samPlej
Did samples originate In a quaFantlne zone with(n the United States: CA, NY, or SC bid samp:es originate from a foreign source (internatlonally,
(check maps)? ❑Yes Including Nawall and Puerto Rico)? []Yes W
[emmentsJDiscrepancy:
Chain of Custody Present?
j,'j ees
[]No❑NIA
—
1,
Samp°es Arrived within Hold Time?
IRtet
Nn
0 N/A
2,
Short Hold time Analysis (<72 hr.)?
UK,
❑Nu
3, 05,
Rush Turn Around Time Requested?
Dyes
WKG,
_❑N/A
ON/A
4
Sufficient Volume?
9es
No
0"/A
5.
Correct Containers Used?
-Pace Containers Used?
Ufvs
Ulles
[]No
Elmo
❑N/A
❑N/A
6.
Containers Intact?
es
❑No
❑NIA
7,
Dissolved analysis: Samples Field Filleted?
❑Yxs
❑No
ll�/A
8.
Sample Labels Match COC?
-includes DateMme/lD/Analysis Matrix:
Ves
Oho
❑N/A
1
14eadspace In VOA Vials (>5.6mm)?
❑Yes
❑No
U[jN/A
10,
Trip Blank present?
Trip Blank Custody Seals Present?
❑Yes
❑Yes
❑No
❑No
A
A
11.
COMMENTS/SAMPLt DISCREPANCY
Field Data Required? Dyes ❑No
Lot 10 of split containers:
CLIENiNOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager $RF Review:
Date/Time:
Daze:
Date:
Qualtrax ID: 69614 Page 1 of 2 Page 4 of 6

DC#JTRW ENV-FRM-HUN1.0083 03-Sample Condition Upon Receipt
Effective Dat s: 12/01/2023
Check mark top half of box if pH and/or dechlorinatjon is verified and Project Ifi
within the acceptance range for preservation samples.
xeepl€onsYOd.Cntifcrm,iLZ Cll,tnSGrCaSti;€�seja7€ I"tljQf,tllE
'Bottom half of box is to list number of bottles
R • "Check all unpreserved Nitrates for chlorine
w N f
n Q d v C
Q ri
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C:
=
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pH Adjustment Log for Preserved Samples _
µ sampte to Type of pfeservative pli Itpntt receipt Date preservat'san adjust,d Time preservation Amtu£kt of presorv.]iiV11 tot it
atijitstrtd attdrd
Pvntf:. IVlteneVV (rialpliano: , tmiks, a cop" vl thii t(ttr:t vril i; • s;, i! ur thr; .frr:h {'.arnlin,s 1):?It1 (.e.r:tfErat€on Offiu, ii F
Ook of itcrld, in.;utr;'u pre;fpr,.i Ita-;, ou; of iirur% rr,tor:n_rl
Page 5 of 5

FEB/12/2024/MON 12:50 PIS FAX No. P, 002/002
WATER QUALITY LAB $ OPERATIONS, INC.
CLIENT: TOWN OF BOONE WWTP
ADDRESS; P.O, BOX 192
CITY: 130ONE
STATE: NC ZIP 28607
ID#: NCO020621
P.O. BOX 1167
BANNER ELK, NC 28604
($28) 898-0277
RECEIVED DATE:
REPORTED DATE;
26-Jan-24
12-Feb-24
ANALYSIS
LSID #
ANALYSIS
MQI-'s
UNIT$
SAMPLE
ANALYSIS
INT
RESULTS
LOCATION
COMPLETED
TOTAL SOLIDS
1
01.5
%
SLUDGE
FECAL COLIFORM
214
MPNIg
SLUDGE
26-Jan-24
PI
TOTAL $OI,IDS
2
90.8
%
SLUDGE
FECAL COLIFORM
277
MPN/g
SLUDGE
26-Jan-24
Pi
TOTAL SOLIDS
3
91.8
%
SLUDGE
FECAL COLIFORM
138
MPN/g
SLUDGE
26-Jan-24
PI
TOTAL SOLIDS
4
92.1
%
SLUDGE
FECAL COLIFORM
156
MPNI
SLUDGE
20-Jan-24
P1
TOTAL SOLIDS'
6
913.0
%
SLUDGE
FECAL COLIFORM
176
MPNtg
SLUDGE
26-Jan-24
PI
TOTAL SOLIDS
6
91.6
%
SLUDGE
FECAL C00FORM
164
MPNIg
SLUDGE
26-Jan-24
PI
TOTAL SOLIDS
7
91.1
0/0
SLUDGE
FECAL COLIFORM
190
MPNIg
I $LUDGI~
26-Jan-24
PI
PAUL ISENHOUR, SUPERVISOR

FEB/12/2024/MON 12:49 PM FAX No,
P. 001/002
VVA'rER QUALITY SERVICES, INC.
P.U, 130X 1102, BANNER I~LK, NC 28604
(a28) 89U-6277
fax [phone]
CHAIN OF CUSTgDY
TpE SAMPLF— WASTEWATER
DCATION: s 7~ r
�CILITY ID #; . O
WPLER NAME: 7- ,
DMPOS[TE SAMPLE, -
AMPLE NAMEF (
PRI $ERVATION CODE
- H2SO4, 2 - HNO3, 3 - HOL,
4 - NAOH, 5 - NONE, 0 � COOL ICE
7 - NA2S203, 8 - OTHER
START TIME: 0 ; STOP TIME.
ctintainem leaving the lab, unless ptherv,rl a ncted....�,,.
CL.2-1)-CL2= Ohlorine check aflO dechlor"ation verification. -�
:ESERVATION:
COOL SIG: BOD, RESIDUE, CONDUCTIVITY, MBA$, COLOR, ALKALINITY, CR, VI, TURBIDITY
COOL. 4C, PH<2 H2SO4: NH3, NO2-NO3, TKN, d xG, -fOC, COD, HARDNESS, PHENOLS, TOT PHOS,
COOL 40, PH<2 HNO3 : METALS except OR, VI
NONE: CHLORIDE, PH, FLUORIDE SAMPLE DEVIATION:
`HER:
COOL 4C, NA2S203 : COLIFORM BACTERIA

Mgh' cduntu 6.1-9 B50SOHds
Produced by the Town of Boone
P.O. Drawer 192, Boone, NC 28607
High Country 6-1-0 (HC 610) Is a high organic content fertilizer manufactured by the Town of Boone
Wastewater Treatment Facility. This product produces superior results on lawns, flower beds and
shrubs providing nutrients at the rates indicated below:
Guaranteed Analysis
TotalNitrogen ......... ...........................................
o
Water Insoluble Nitrogen ......................................... 3.5%
Avallable Phosphoric Acid ............................. /p n
Soluble Potash .................. 1
Iron................................................................................. 1%
Recommended Application Rates
Lawn -Sod Establishment: Apply HC 610 at rate of 30 Ibs per 1000 sq feet.
Turf Maintenance: 'Apply HC 610 at a rate of 10-15 lbs per 1000 sq feet.
Plant Bed Establishment: Apply HC 610 at a rate of 2 lbs per 100 sq feet into soil.
Planting Bed Maintenance: Apply HC 610 at a rate of 2 Ibs per 100 sq feet In Spring/Fall
Warnings: HC 610- Is environmentally safe when used as directed, but can become a hazard If
mismanaged. This product should not be used on soils intended for food crop production. '
Cover HC 610 with a tarp or plastic during transportation. Store HC 610 in a dry area away from wells
or surface water where it could be washed into streams; keep product away from children's play
areas.
Limited Warranty and Disclaimer; The Town of Boone warrants that HC 610 meets the specifications
stated above, and that the heavy metal content Is less than or equal to the limitations specified In the
EPA and NC Dept of Environmental and Natural Resources sludge quality criteria for land application.
If HC 610 fails to meet its specification, the buyer's sole remedy shall be the recovery of the purchase
price. Under no circumstances shall the Town of Boone be liable for any other 'damages, including
direct, indirect, consequential or special damages.
The undersigned Buyer agrees to abide by the following Restrictions:
HC 610 shall not be applied to land except In accordance with the instructions contained herein.
HC 610 shall not be applied to any site that is flooded, frozen, or snow-covered.
HC 610 shall not be applied within 100 feet: of any water supply, stream, river, or lake.
Adequate measures shall be provided to prevent surface runoff from carrying this product into any
surface waters.
Buyer Signature
Date
Name (Print): Quantity:
lbs/tons
Street/Route: Intended Use:•
City/State/Zip:
Telephone:
Amount Collected:
Loaded By:

Setback Rules for Land Applying Class A Biosolids
Liquid Cake
Private or public water supply source 100, 100,
Surface waters such as intermittent and perennial streams, perennial
Water bodies, and wetlands. 100' 25'
Surface water diversions such as ephemeral streams, waterways,
And ditches. 25' 0'
Groundwater lowering ditches where the bottom of the ditch
Intersects SHWA' 25' 0'
Each well with exception of monitoring wells. 100, 100,
Bedrock outcrops 25' 0
Bulk Class A residuals shall not be land applied under the following conditions;
a. If the residuals are to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of
surface water or groundwater standards;
d. if the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100-year flood elevation, Unless the residuals are injected or incorporated within a
24-hour period following a residuals land application event;
f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in a 24-hour period;
g. If the slope of the land is greater than 10% when liquid residuals are surfaced applied, or if the
slope of the land is greater than 18% when liquid residuals are injected or incorporated;
h. If the land does not have and established vegetative cover crop unless the land is a Division -
approved no -till site, or the residuals are incorporated within a 24-hour period following the
injection or application of residuals;
L If the vertical separation of the seasonal high water table and the depth of residuals application
is less than a foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals is less than one
foot;
k. If the application exceeds agronomic rates; or
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B.0212
or within the Critical Area of a WS-II pursuant to sub-item(4)(g) of rule 15A NCAC 028. 0212 or
within Critical Area of WS-111 or WS-IV watershed pursuant to sub -item (4)(h) of rules 15A NCAC
02B .0215, and .0216.

©69113 STKOK05 06/16/202207'.53 -3910,
176158
DATE DESCRIPTION INV / PO AMOUNT
04/22/2024 APPLICATION PERMIT RENEWAL 04/22/24-N 348.00
TOTAL 348.00
11'176L5811" I:06?OLL7601: 4L«1400253911,