WQ0002834_More Information (Received)_20221130

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0002834
Applicant/Permittee Town of Burnsville
Email Notifications
...................................................................................
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

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* Town of Burnsville Biosolids
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*
8288986277
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.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Perm it Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0002834
Has Current Existing permit number
Applicant/Permittee Address*
P.O. Box 1167 Banner Elk NC 28604
Facility Name*
Town of Burnsville Class A Residuals Program
Please provide comments/notes on your current submittal below.
Attached are the revisions requested. Thank you for your time and assistance.
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.)
Burnsville Permit Revision.pdf 20.85MB
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
Submission Date 11/30/2022

TOWN OF BURNSVILLE PERMIT REVISIONS
November 30, 2022
Mr. Zachary Mega
Environmental Engineer II
NCDEWQ DWR Non Discharge Branch
Via Online Submission
Dear Mr. Mega:
Thank you for your time and assistance concerning the Town of Burnsville's Biosolids
application. We have completed the revisions as follows:
1. Application DCAR 06-16:
a. Page 1 is corrected with Applicant Information as requested.
2. Compost Guide:
a. Attached, complete, and in order per current Town records
3. Operation and Maintenance Plan: Attached and complete per current Town Records
4. RSC 06-16
a. Quantitative justification is provided; the data sent in July was amended with
additional information.
b. Status code is noted
c. The facility name has been updated
d. Permit Number has been updated
e. Maximum dry tons per year have been updated to match 2017's permit
f. Proposed maximum dry tons per year have been revised
g. The 5-year adjusted PAN value for surface application was added. The number
was calculated by using the result of 2439 mg/kg as reported from the sample
collected 3/30/21 for the estimated 62.2 dry tons produced by the facility. Using
the maximum permitted value of 175 dry tons, the projected PAN annual value
would be 6820 mg/kg, which was multiplied by 5 to produce the 5-year maximum
adjusted PAN reported on page 4 of the RSC 06-16.
h. Items II 7 & 8 have been updated.
Thank you again for your time and assistance. Please feel free to contact me if I can provide
additional information.
Sincerely,
Paul Isenhour

TOWN
OF
BURNSVILLE
REVISED
DCAR 06-16

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T . 1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16):
❑ Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ The project name should be consistent on the plans, specifications, etc.
❑ The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification
Major (residuals permitted for distribution > 3,000 dry tons/year)
Minor (residuals permitted for distribution < 3,000 dry tons/year)
New Permit I Major Modification
$1,310
$810
$395
$245
I - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

D. Program Information (All Application Packages)
❑ Provide a narrative explaining the following:
❑ How the materials will be handled and transported from where the residuals were produced to where it will be treated.
❑ Now the residuals will be processed/treated (attach process flow diagram).
❑ How leachate collection will be handled.
❑ Where the residuals will be stored until processed.
❑ How the final product will be distributed (packaging, bulk, etc.)
❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
❑ Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
❑ Name and address of the person who prepared the residual that is sold or given away.
❑ A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
❑ A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
❑ A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
❑ Information on all applicable setbacks in accordance with 15A NCAC 02T .I 108(b).
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .I 104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B), including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104a.
G. Environmental Assessments (Maybe Required— See 15A NCAC IC .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
❑ Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
❑ Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
❑ Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ SpiIl response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information;
❑ Names and titles of personnel responsible for conducting the inspections.
❑ Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
❑ Sampling and monitoring plan including the following information;
❑ Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
I . Applicant's name: Paul Isenhour on behalf of the Town of Burnsville
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: _P�i�� 1-.4 + Title: ORC
Applicant's mailing address: P.O. 1167
City: Banner Elk State: NC Zip: 28604-
Telephone number: (L28) 898-6277 Email Address: water ualitylabs@,yalioo.com
2. Consultant's name: License Number (for RE.):
Affiliation: ❑ On Staff ❑ Retained (Firm: )
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, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00002834
Date of most -recently issued permit: 2017
Date of most -recently certified Attachment A (if different than the permit):
M. FACILITY INFORMATION:
I . Name of residuals processing facility: Town of Burnsville Wastewater Treatment Plant
City: Burnsville State: NC Zip: 28714
Coordinates: Latitude: 35' 54' 22" Longitude: 82' 19' 53"
Datum: WGS84 Level of accuracy: +/- I'"
Method of measurement: Goggle Earth
County where facility is located: Yancey
2. Facility contact (person familiar with residuals preparation):
Name: Shane Dale Title: Public Works Director
Mailing address: P.o. Box 97
City: Burnsville State: NC Zip: 28714-
Telephone number: 828) 682-2420 E-mail address: sdale(Er townofburnsvillenc.orc
FORM: DCAR 06-16 Page I 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: 42-56, 21-28 w/ air, 21-28 additional 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);
Note:. Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added 1
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 63 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 94.5 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): 7,200 sq. ft. concrete pad used to mix the dewatered residuals and woodchips as
well as to construct compost and curing piles. Average is 2 months; maximum is 4 months.
6. Does the facility have a stormwater management plan? ❑ Yes; ® No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: See Attached
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.
4
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design,
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
WY
pliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T.0105.
es ❑ No, Explain;
I, ?Aug I S Nib R %C
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for TOW U 2N 5 V 1 L L C—
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: ram' 3 a " 2oz2� 2�22.
FORM: DCAR 06-16 Page 3 of 3

Water Quality Lab & Operations, Inc.
P.O. Box 11671 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
March 31, 2022
To Whom It May Concern:
The Town of Burnsville wishes to renew permit # WQ0002834 for its Distribution of
Class A Residuals and our Class A Residuals Management Plan. Included in this packet
is FORM: DCAR 06-16 and also all required documentation. Documentation includes a
Program Information Narrative, Marketability Statement, Information Sheet, Operation
and Maintenance Plan, and a Sampling and Monitoring Plan. If you have any questions
regarding anything submitted, please contact me or The Town's Public Works Director,
Shane Dale.
Sincerel ,
Paul Isenhour

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted the_Applicant shall submit one original and two copies of the appHeation and
su Portin2 documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Pennitting Unit website
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or 1 quivalent)
residuals under 15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16):
y[��y Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
The project name should be consistent on the plans, specifications, etc.
VThe Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in L 5 A
NCAC 02T .0106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
[' Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification INew Permit I Major Modification I
[Major (residuals permitted for distribution > 3,000 dry tons/year)
$1,310
r
$395
Minor (residuals permitted for distribution < 3,000 dry tons/year) 1 $S 16 1 $245
- A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
6 List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

D. Pro ram Information (All Application Packages)
Provide a narrative explaining the following:
El How the materials will be handled and transported from where the residuals were produced to where it will be treated.
How the residuals will be processed/treated (attach process flow diagram).
❑ How leachate collection will be handled.
d Where the residuals will be stored until processed.
❑ How the final product will be distributed (packaging, bulk, etc.)
What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
/Provide either a Iabel that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
❑ Name and address of the person who prepared the residual that is sold or given away.
❑ A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
❑ A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
Information on all applicable setbacks in accordance with 15A NCAC 02T , 1108(b).
A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T. I 108(a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a).L}(B), including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

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

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Burnsville
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State Municipal F] County
Signature authority's name per 15A NCAC 02T .0106: Title: Public Works Director
Applicant's mailing address: P.O. Box 0
City: flu ii-y lle State: NO Zip: 28714
Telephone number: [phone] Email Address: dpton e,townofburnsyille_or
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)
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, n modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0002834
Date of most -recently issued permit: 201?
Date of most -recently certified Attachment A (if different than the permit):
M. FACILITY INFORMATION:
1. Name of residuals processing facility: Town ofBurmviile Wastewater Treatment Plant
City: Burnsville State: NC Zip: 28714
Coordinates: Latitude: 350 54' 22" Longitude: 82' 199' 53"
Datum: WGS84 Level of accuracy: +/- 1"
Method of measurement: Googie Earth
County where facility is located: Yanc
2. Facility contact (person familiar with residuals preparation):
Name; Shane Dale Title: Public Works Director
Mailing address: P.o. Box 97
City: Burnsville State: NC Zip: 28714-
Telephone number: 828) 682-2420 E-mail address: sdale0,townotburnsvillenc.org
FORM: DCAR 06-16 Page 1 of 3

'3. Is the residual process facility also the generator? ® Yes' ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:. '
4. Length of residuals storage at facility: 42-56 21-JR w/ air 21-28 additional 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); 0 home garden (bulk);
❑ other (explain);
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less,
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials
Amounts to be added
er 1.0 dry ton of residuals (dry ton
ao f vh
3. Approximate amounts of the residuals received and processed at the facility: 63 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 54.5 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): 7,260 sq, ft. concrete pad used to mix the dewatered residuals and woodchips as
well as to construct compost and curing Piles. Average is 2 months; maximum is 4 months:
6. Does the facility have a stormwater management plan? ❑ Yes; ® No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: See Attached
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.
EY isf
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
eyes ❑ No, Explain;-'`
Q
(Signature Authority's Name — PLEASE PRINT)
attest that this application for W Y1 D� YlSV 1 1
(Facility Name)
LA S
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: 3 30 - 2--2-
FORM: DCAR 06-16 Page 3 of 3

TOWN OF BURNSVILLE
SIGNATURE AUTHORITY
DELEGATION

ROY COOPER
Governor
MIICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To Whom It May Concern:
NORTH CAROLINA
Environmental Quality
Apri17, 2022
Subject: Permit No, WQ0002834
Signature Authority Designation
Town of Burnsville Class A
Residuals Management System
Yancey County
As an appropriate signing official for _�o of_N 0 .-f B �5�; ` J _ (Cityhown or
business name) as designated by 15A NCAC 2T .0106, I hereby delegate authority to sign and certify all
permit applications, reports or other permit related documents to the following staff for the following
permit types (sewer, spray, land application) and/or permit numbers:
Position
Person
Currently in
Permit Tyne
or Permit
Position
Number
LORLPa
a l L l,eit
co2913
NC lloaoa1 O
If you have any questions, please contact me at the following:
Permittee/Applicant name (please print): T,
T. -Russell Fox
Title: t- tj i I If=
Complete maili g address:
City: Y2ltrtr,�,LARe State:
Telephone number: ( & )� (o 9� p
signature
% _ Zip: a :?? 1 I
Facsimile number: (eta
D E Q 1 North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh, North Carolina 27699 lbk7
919,707,$000

TOWN OF BURNSVILLE
FACILITY MAPS AND
FLOW DIAGRAM

Narrative of the Maps for Town of Burnsville WWTP
Map 1—Topographic Map
This map shows the the facility location and the surrounding terrain as well as the river placement.
It also shows the direction of outfall from the facility.
Map 2--Ariel View
This map has 4 descriptive tabs that describe what can be seen from above.
1- Ariel Gravity Influent Tab with a directional arrow
2- Influent Tab with a directional arrow and line to show how it enters the facility
3- Sludge Drying Beds Tab with a location arrow
4- Outfall Tab with a line and directional arrow
Map 3 --Zoomed in Ariel View of the Facility
This map has 5 descriptive tabs that describe what can be seen from above.
1- Manhole Tab with a black dot to show location
2- Influent Tab with directional arrow and line to show how it enters the facility
3- Ariel Gravity Influent Tab with a directional arrow
4- Sludge Drying Beds Tab with a location arrow
5- Effluent Tab with a line and directional arrow
Map 4 — Facility Flow Diagram
This map is a detail description of the waste water treatment plant flow diagram.
From the top middle of the page it shows the
-Influent -Mechanical Bar Screen -Flow Division
From there it divides into the 2 large circles:
RIGHT circle is the Contact Stabilization .5 MGD Plant with directional arrows:
-Reaeration Zone -Clarifier -Sludge Return -Chlorine Contact
-Effluent -Digester -Waste Sludge -Sludge to Dewatering
LEFT circle is the Contact Stabilization .3 MGD Plant with directional arrows:
-Reaeration Zone -Clarifier -Sludge Return -Chlorine Contact
-Effluent -Digester -Waste Sludge -Sludge to Dewatering
From the Sludge Dewatering Press. there is an arrow showing the Sludge Compost Facility towards the bottom left
corner of the page and there is an arrow continuing from the Sludge Dewatering Press. around the left circle showing
the Sludge Pressate Return.
From the two large circles coming back together in the center there are directional arrows for the Effluent Dechlorine
that goes to the Cane River Outfall showing the Upstream and Downstream.

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TOWN OF BURNSVILLE
LAND APPLICATION
INSPECTION REPORT

TOWN OF BURNSVILLE
WASTEWATER TREATMENT PLANT SLUDGE - LAND APPLICATION PROGRAM
PERMIT NO. WQ0002834
PRODUCTION/STORAGE/TRANSPORT/DISPOSAL
INSPECTION REPORT
THE FOLLOWING INSPECTIONS WILL BE PERFORMED BY THE ORC. THE INSPECTIONS WILL BE
CONSISTANT WITH OUR PROGRAM AND COMPLETED ON A FREQUENCY LEVEL CONSISTANT WITH OUR
PERMIT.
PRODUCTION FACILITY:
STORAGE FACILITY:
TRANSPORT SYSTEM:
DISPOSAL/APPLICATION SITE:
I, HEREBY CERTIFY THAT THE ABOVE FACILITIES WERE
INSPECTED ON THE DAY OF 20 . CONDITIONS NOTED
ABOVE MUST BE CORRECTED IN ORDER TO PREVENT MALFUNCTIONS AND DETERIORATION,
OPERATOR ERRORS AND DISCHARGES WHICH MAY CAUSE OR LEAD TO THE RELEASE OF WASTES
TO THE ENVIRONMENT, A THREAT TO HUMAN HEALTH, OR A NUISANCE.
REINSPECTiON OF FACILITY PURSUANT TO ABOVE INSPECTION: MAINTENANCE, REPAIRS AND
CORRECTIVE ACTIONS NOTED ABOVE WERE INSPECTED BY: ON THE
DAY OF 20
FURTHER CORRECTIVE ACTIONS NEEDED WILL BE DISCUSSED WITH THE PUBLIC WORKS DIRECTOR AND
A PLAN WILL BE IMPLETMENTED TO CORRECT THE CONDITION AND TO INSURE NO FUTURE
REOCCURRENCE.

TOWN OF BURNSVILLE
SPILL RESPONSE PLAN

SPILL RESPONSE PLAN
TOWN OF BURNSVILLE
The Town of Burnsville is committed to the safety of its
employees, residents and protection of our natural resources.
The Town of Burnsville has compiled a list of all hazardous chemicals which includes untreated
wastewater. These chemicals are used in the production of drinking water and the disposal of
wastewater. Each employee is trained on the use and dangers of each of these chemicals. The
Town has a trained Spill Response Team consisting of four members of the Public Works
Department. The Town maintains a spill response kit which is located behind the third door on
the maintenance facility located at 118 North Main Street. This kit contains PPE, absorbents,
booms, socks, brooms, etc.
RESPONSE ACTIONS IN THE EVENT OF A SPILL
1. BE SAFE: Use all appropriate safety gear. Avoid the spill if deemed dangerous in any
way.
2. If possible, shut off the source of the spill
3. Notify a member of the Spill Response Team, Your Immediate Supervisor, The Safety
Officer, and The Public Works Director.
4. Use absorbent materials to contain spills that are relativity small in nature and where the
spilled chemical and its hazardous properties have been properly identified and assessed.
5. Cover and or Block any drains or catch basins in the spill area to prevent the material
from entering into surface waters or the storm water system.
6. If possible, clean up the spill. Collect all materials used in the cleanup, absorbents, etc,
and dispose of them responsibly.
7. The Town of Burnsville will verbally report to a Division of Water Resources staff
member as soon as possible, but in no case more than 24 hours following first knowledge
of the occurrence of either of the following:
• Any SSO and/or spill over 1,000 gallons to the ground; or
• Any SSO and/or spill, regardless of volume, that reaches surface water
bD
a

8. The Town of Burnsville will issue a press release within 24 hours after the owner or
operator has determined a discharge of 1,000 gallons or more of untreated wastewater to
surface waters of the State.
9. The Town of Burnsville will issue a public Notice for a discharge of 15,000 gallons or
more of untreated wastewater to surface waters of the State.
10. If the spill is large, uncontrollable, or poses a potential immediate hazard to human health
and safety, Call the Following:
MOUNTAIN ENVIROMENTAL SERVICES, INC
1560 Pisgah Drive, Canton, NC 28714
Office: 828-648-5556
Emergency: 800-261-0031
Max Kimel: 828-421-4341
EMERGENCY RESPONSE AGENCIES
FIRE: 911
POLICE: 911/828-682-4683, 828-284-2622
Yancey Emergency Management: Bill Davis — 828-284-0725
SPILL RESPONSE TEAM
1. Mathew Robinson
2. Shane Dale
3. John D England
4. Ronnie Tipton

TOWN OF BURNSVILLE
CLASS A RESIDUALS
INFORMATION

TOWN OF BURNSVILLE
CLASS A RISIDUALS
PROGRAM INFORMATION
The residual process starts in the digester of the treatment plant. When the digester
reaches a point that it will no longer decant the residuals are wasted to the belt
press. This process is directed by the ORC and the ORC makes a determination on
the addition of lime to bring the residual to a 7.5 — 7.7 ph level.
Once the residuals reach the belt press a sample is taken to perform testing.
Polymer bench tests are performed to determine the best polymer and optimum
dosage rate for the particular sludge to be dewatered. Start-up of the belt press is
then performed per the O&M manual.
Residuals are loaded from the belt press into a sealed dumpster to be transported to
an approved landfill or into a truck to be deposited into drying beds. The residuals
which are placed into the drying beds will be transformed into compost piles per
our O&M manual.
The Town of Burnsville's compost facility is a 7,200 square foot concrete slab that
is used to mix the dewatered residual and woodchips as well as to construct
compost and curing piles. The pad is sloped with perimeter ditches to collect all
runoff in a drop inlet with a 6-inch outlet pipe to carry the runoff to a pump station.
The pump station pumps the leachate to the splitter box at the head of the treatment
plant for additional treatment.
The compost piles will undergo a process outlined in the O&M manual. Once the
compost piles pass all required testing they will be distributed in bulk. The
compost will be used in the private sector as a soil amendment in raising
ornamental shrubbery, trees, and lawn and landscape improvement.
The TCLP analysis will include the following parameters. The regulatory level is
listed in milligrams per liter in parentheses:

Arsenic(5.0)
m-Cresol (200.0)
Endrin (0.02)
Methoxychlor (10.0)
Trichloroethylene
0.5
Barium(100.0)
o-Cresol (200.0)
Hexachlorobenzene
Methyl ethl ketone
2,4,5-
(0,13)
(200.0)
Trichlorophenol
(400.0)
Cadmium(1.0)
p-Cresol (200.0)
Heptachlor (0.008)
Nitrobenzene (2.0)
2,4,6-
Trichlorophenol
2.a
Carbon tetrachloride
Cresol (200.0)
Hexachloro-1,3-
Pyridine (5.0)
2,4,5-TP(Silvex)
(0.5)
butadiene (0.5)
(1.0)
Chlordane(0.03)
2,4-D (10.0)
Hexachloroethane
Selenium (1.0)
Vinyl chloride (0.2)
(3.0)
Chlorobenzene
1,4-Dichlorobenzene
Lead (5.0)
Silver (5.0)
(100.0)
(7.5)
Chloroform (6.0)
1,2-Dichloroethane
Lindane (0.4)
Tetrachloroethylene
(0.5)
(0.07)
Chromium (5.0)
1,1Dichloroethylene
Mercury (0.2)
Toxaphene (0.5)
(0.7)

TOWN OF BURNSVILLE
CLASS A RESIDUALS
MARKETABILITY STATEMENT
Composted wastewater sludge from the Town of Burnsville Wastewater Treatment
Plant can be utilized advantageously in potting mixes, on lawns, and as mulch. It
can also be used as a topsoil substitute for land reclamation and public works
projects, for turfgrass production, for nursery production of trees and vegetable
gardens where other than leaf crops and root crops are being grown.
Composted sludge does contain plant nutrients but may be considered a low grade
fertilizer. Its main value is as a soil conditioner. Composted sludge is known to
improve the physical properties of soil in the following ways:
1. Enhanced aggregation —compost increases the tendency of soil particles
to stick together
2. Increased water retention —allows sandy soils to hold water better
3. Improved permeability —helps make clay or other heavy soils more
friable and loose, reducing compaction
4. Improved aeration —looser soil encourages root growth
5. Buffering —increases capacity of soil to absorb sudden changes in acidity
or alkalinity
Composted wastewater sludge is a product of sewage. Composted sludge may be
assumed to be free of dangerous pathogens and toxic substances but composted
sludge should be treated with respect. Contact with children and pets should be
minimized and direct ingestion on composted sludge should be avoided.

TOWN OF BURNSVILLE
COMPOST PACKET

PILE NUMBER
TOWN OF BURNSVILLE
P.O. BOX 97
BURNSVILLE, NC 28714
I hereby acknowledge receipt of (amount) composted
wastewater sludge. I have been provided with a copy of the consumer's information
guide.
The intended use of this product is: (circle each intended use)
Other
Garden-nonroot/leaf crop 1 yr. Nursery crops
Patting Soil
Mulch
Pasture
Land reclamation
Soil conditioner/amendment Turf grass/sod-lawns, fields, etc.
Composted sludge cannot be used on areas where root or leaf crops for direct human
consumption are to be grown within one year of the last application of compost to the
site Composted sludge shall not be applied to flooded, frozen or snow covered ground.
Procedures shall be taken to insure surface runoff does not carry any disposed or stored
residuals into any surface waters.
Please read and understand the consumer's information guide before using this product to
insure all setbacks are maintained and that residuals are applied at agronomic or recommended
rates for intended uses.
Printed Name:
Address:
Phone:
Signature: _
Date:

USE OF COMPOSTED WASTEWATER SLUDGE
FOR SOIL IMPROVEMENT AND PLANT GROWTH
A GUIDE FOR THE CONSUMER
COMPOST
TOWN OF BURNSVI.L-LE
YANCEY COUNTY, NORTH CAROLINA
FOR FURTHER TECHNICAL GUIDANCE CONTACT YOUR COUNTY
AGRICULTURAL EXTENSION SERVICE AGENT

THE COMPOSTING PROCESS
The method of composting used at the Town of Burnsville
Wastewater Treatment Plant is called the aerated static pile method.
Wastewater sludge is dewatered to 12-15% solids and mixed with a
bulking agent (wood chips or shredded bark) and aerated for a
minimum of 21 days. The aeration accelerates the natural
decomposition of the sludge and woody material. Conditions are
maintained in such a way as to insure that all parts of the compost pile
experience a minimum temperature of 131F for at least three
consecutive days. This temperature has been determined to kill
virtually all harmful bacteria and other pathogenic organisms. The final
product is a rich, black, humus -like material. This compost product has
value as a soil conditioner and as a low grade fertilizer. When used
according to the recommendations in this brochure this product may
be used in potting mediums, as mulch, and on gardens (with the
exception of leaf crops and root crops). Composted sludge cannot be
used on areas where root or leaf crops for direct human consumption
are to be grown within one year of the last application of compost to
the site.
The aerated static pile method of composting is approved by the
EPA as an effective method of sludge stabilization and pathogen
reduction.

GENERAL USES PROPERTIES AND PRECAUTIONS
Composted wastewater sludge can be utilized advantageously in
potting mixes, on lawns, and as mulch. it can also be used as a topsoil
substitute for land reclamation and public works projects, for turf grass
production, for nursery production of trees and ornamental plants, on
golf courses and cemeteries, for vegetation of disturbed lands, and on
vegetable gardens where other than leaf and root crops are being
grown.
Composted sludge does contain plant nutrients but may be
considered a low grade fertilizer. Its main value is as soil conditioner.
Composted sludge is known to improve the physical properties of soil in
the fallowing ways:
Enhanced aggregation —compost increases the tendency of soil
particles to stick together
Increased water retention —allows sandy soils to hold water better
Improved permeability --helps make clay or other heavy soils more
friable and loose, reducing compaction
Improved aeration —looser soil encourages root growth
Buffering --increases capacity of soil to absorb sudden changes in
acidity or alkalinity
Composted wastewater sludge is a product of sewage.
Composted sludge may be assumed to be free of dangerous pathogens
and toxic substances but composted sludge should be treated with
respect. Contact with children and pets should be minimized and direct
ingestion of composted sludge should be avoided.

INFORMATION FOR APPLICATION OF RESIDUALS
The compost is prepared by the Town of Burnsville PO Box 97
Burnsville, NC 28714. Physical address is 812 Pine Swamp Rd
Burnsville, NC 28714.
The application of residuals to the land is prohibited except in
accordance with the instructions of the compost handout.
Runoff of this material shall be prevented from entering any public or
private water supply source (including wells) and any stream, lake, or
river.
The residuals shall be applied at agronomic rates and recommended
rates for intended uses.
Bulk residuals shall NOT be applied to the land under the following
conditions:
If the residuals are likely to adversely affect a threatened or
endangered species listed under section 4 of the Endangered Species or
its designated critical habitat;
If the application causes prolonged nuisance conditions;
If the land fails to assimilate the bulk residuals or the application
causes the contravention of surface water or groundwater standards;
If the land is flooded, frozen, or snow-covered or is otherwise in a
condition such that runoff of the residuals would occur;
Within the 100-year flood elevation unless the bulk residuals are
injected or incorporated within a 24-hour period following the residuals
land application event;

During a measurable precipitation event (Le.>.01" per hour) or
within 24 hours following a rainfall event of 0.5" or greater in a 24-hour
period. Any emergency residuals land application measures shall first
be approved in writing by the Division;
if the slope for land is greater than 10% when bully liquid residuals
are surface applied, and if the slope of the land is greater than 18%
with bulk liquid residuals are injected or incorporated;
If the pH is not maintained in the soil, residuals, and lime mixture,
greater than 6.0, on land application sites onto which residuals are
applied. Residuals may be applied to the sites provided that sufficient
amounts of lime is also applied to achieve a final pH of the soil mixture
of at least 6.0, or if an agronomist provides information indicating that
the pH of the soil, residuals, and lime mixture is suited for the specified
crop type. Any approved variations to the acceptable soil pH (6.0) for
land application will be noted in the most recently certified Attachment
B of the Permit;
If the land does not have an established vegetative cover in
accordance with the crop management plan outlined by the local
Cooperative Extension Office, the Department of Agriculture and
Consumer Services, the Natural Resource Conservation Service, or
other agronomist unless the bulk residuals are incorporated within a
24-hour period following the residuals land application event or
injected;
If the vertical separation of the seasonal high water table and the
depth of residuals application is less than one foot;

If the vertical separation of the depth to bedrock and the depth of
residuals application is less than one foot.
When land applying bulk Class A residuals to any land application site,
the following setbacks shall be maintained (all distances in feet):
LIQUID CAKE
Any private or public water supply source 100 100
Surface waters 100 25
Surface water diversions 25 0
Groundwater lowering ditches 25 0
Any well with exception of monitoring wells 100 100
Bedrock outcrops 25 0
USE OF TURF GRASS
Composted wastewater sludge can be used economically and
beneficially in turf grass production for various areas, including home
lawns, parks, institutional grounds, athletic fields, golf courses, and
roadsides. It can also be used in the production of cultivated sod. The
benefits of utilizing compost are derived from its content of plant
nutrients, organic matter, and liming properties. On many soils with poor
physical properties, compost used correctly will produce better turf grass
than chemical fertilizers Organic matter in the compost, approximately
50 percent by weight, improves the physical condition of the soil, which

in turn improves plant growth. The use of compost as a source of organic
matter takes on added significance as more marginal lands are being
used for construction of homes and other developments and as good
topsoil becomes increasingly expensive.
The plant nutrient content of composted sludge, especially its
nitrogen content, and the rate of mineralization: are very important
when compost is utilized in turf grass production. Nitrogen affects the
rate of turf grass growth more than other nutrients. Unlike the
production of many crops, maximum growth or production of vegetative
material in turf grass production is generally undesirable. The desirable
rate of growth is one that is sufficient to maintain a healthy, uniform turf
during the growing season without excessive production of vegetation.
The chemical composition of composted sludge is variable. The
nitrogen, phosphorus, and potassium content generally ranges from 1
to 1.5, 1.5 to 2, and less than 0.2 percent respectively. Mineralization is
slow with nutrients being released and available for plant growth over
a relatively long period of time.
On very acid soils (pH below 4.5), additional lime may be needed
to increase the pH to 6.5 if less than 1,600 lbs. per 1000 square feet of
compost are used. Application rates to supply the nitrogen requirement
will also supply sufficient levels of all other essential nutrients for the
growth of turf grass, except potassium. Supplemental potash should be
added according to soil test results, or at least 120 lbs. per acre.
Composted sludge can be used in turf grass production as (1) a
soil amendment for the establishment of turf grass, (2) a fertilizer
source for maintenance of established turf grass, and (3) a soil
amendment or growth medium for commercial turf grass production.
Establishment
Establishment of turf grass from seed or sod can be significantly
increased on many soils by using composted sludge principally as a soil
conditioner. When the compost is incorporated with the top 5-6 inches

of the soil or is applied as mulch to the soil surface before or after
seeding, seedling establishment is more rapid than with conventional
fertilizer practices. Best results for germination, establishment, and
initial growth are obtained with applications of 2000-6000 lbs. per 1000
square feet (wet weight equivalent to 40% moisture). The lower rate is
generally used on fertile soils and the higher rate on sandy soils or sub
soils low in organic matter. These rates will provide sufficient nitrogen
and phosphorus for optimum plant growth. Potassium must be added
if the soil is naturally low in this element. The potassium fertility level
of a soil can be verified by a soil test. Additions of less than 2000 Ibs per
1000 square feet are beneficial but should be supplemented with
commercial nitrogen and potassium fertilizers. Where compost
applications are based on the nutrient requirements of the turf grass,
rather uniform and favorable growth rates can be expected for 6-6
months after seeding or sodding. Excessive growth occurs with
additions greater than 6000 Ibs. even on infertile soils.
Compost applied at 600-700 Ibs per 1000 square feet to the soil
surface as mulch before or after seeding can markedly increase this
rate of establishment of cool -season grasses. The greatest benefits
from its use as mulch has been on late fall or early spring seedlings
when air temperatures are relatively cool. When used as mulch with
small seeded grasses, such as Kentucky bluegrass and bent grass, the
compost should be applied before seeding. With larger seeded grasses,
such as tall fescue, red fescue, and perennial ryegrass, the compost
mulch should be applied uniformly after seeding.
Root growth of conventionally produced sod is increased when
the sod is laid on soil previously amended with compost. Applications
of 2000-4000 lbs. per 1000, square feet, depending on the soil and
incorporated to a depth of 4-6 inches, will significantly increase root
growth and development and provide near optimum growth for 2-4
months after the sod is laid. Root growth is not increased appreciably
with higher compost rates; however, excessive grass growth can be
expected with rates higher than 6000 Ibs. per 1000 square feet.

Maintenance
Composted sewage sludge can substitute for conventional
fertilizer in the maintenance of established turf grasses. The extent to
which compost can be used to supply the total nitrogen requirement
depends on the maintenance level desired. For turf under a low -to -
moderate maintenance level, compost can be used to supply the total
nitrogen requirement. For higher maintained or higher quality turf,
compost can be used to supply a part of the nitrogen requirement,
with the additional nitrogen supplied from other sources.
The response of tall fescue and Kentucky bluegrass is best with
applications of 800lbs. per 1000 square feet in the fall or split
applications of 400 lbs. per 1000 square feet in the fall and again the
spring (March). These treatments will provide acceptable Turf grass
quality for general purpose turf and most home lawns. However, higher
quality turf can be obtained by applying compost in the fall and winter at
rates that would supply one-half of the total nitrogen requirements. A
water-soluble source of nitrogen would then be applied when needed
for added color, probably during late spring or early summer. Growth
response of cool season grasses to compost applications can usually be
detected with 72 hours after it is applied. Response is poor during
periods of high air temperatures. Low rates of application in summer
have also increased dollar spot disease, and applications in late spring or
early summer have uncut, highly maintained turf, such as golf --course
greens and tees, may be objectionable because of a black residue.
Sod Production
The greatest potential use of compost in the turf grass industry
is probably in commercial sod production: If compost is managed
properly, large quantities could be used on a relatively small land area. it
can be used in sod production as a soil amendment, as discussed under
establishment of turf grass, or as a growth medium.

When used as a soil amendment, 3000-6000 wet lbs. per 1000
square (approximately 65-130 wet tons per acre) incorporated to a
depth of 4-6 inches will provide good plant growth. Incorporating the
compost is essential if irrigation is not practiced. Further research is
needed to evaluate the optimum usage of compost under different
production practices.
Composted sewage sludge is an ideal growth medium for most turf
grass. The only essential plant nutrient that has to be added is
potassium. Kentucky bluegrass -red fescue and tall fescue -Kentucky
bluegrass mixtures seeded into a 2-6 inch layer (6000-18000 wet lbs.
per 1000 square feet) of compost on the soil surface can produce a
harvestable sod within 7 months after fall seeding compared with 12-18
months normally required when compost is not used. When seeding into
a layer of compost on the soil surface, irrigate to leach salts and prevent
drying of the upper part. Although frequent mowing is required, the total
number of mowings would be about the same as with conventional sod
production because the sod can be harvested sooner. Other advantages of
surface applications are that little or no herbicides and commercial
fertilizers are required. Moreover, compost sod weighs about 30-40%
less than mineral soil sod.
USE OF FORAGE GRASSES
Compost can be used successfully to establish and maintain forage
grasses. For establishment, 4000-7000 Ibs. per 1000 square feet should be
thoroughly incorporated with the top 6 inches of soil. The lower rate
should be used on rather fertile or already productive soils and higher
rates on unproductive soils. Additions of compost at the proceeding
rates should produce a rapid rate of growth. later applications of one-
half lb. per 1000 square feet (25 lbs. per acre) of a soluble nitrogen
fertilizer will be needed to maintain a high rate of growth.
To maintain the pasture after the first year, apply compost after
the grass is mowed or cut. A rate of 1000-13000 lbs. per 1000 square

feet should be sufficient to maintain growth and- produce quality forage.
Animals can be allowed to. graze after regrowth has occurred. After
repeated applications of sludge compost (5-1.0 years), a substantial
amount of compost probably will have accumulated on the surface from
topdressing. If so, the pasture should be renovated by tilling the
compost into the soil. Tilling and replanting best utilize the soil
conditioning properties of the compost and minimize ingestion of the
compost by the animals while grazing.
USE ON NURSERY CROPS AND ORNAMENTALS
Mixing compost in nursery soils and soils where plantings of
trees and shrubs are to be made can improve soil fertility, - pH, soil
structure, and the water -Folding capacity. Compost can be used very
effectively for growing many nursery crops and ornamentals with
applications of 1.900-7000 lbs. per 1000 square feet incorporated with
the surface 6-9 inches of soil.
In subsequent years, compost amended soils may require
supplemental applications of nitrogen and potassium. Nitrogen can be
applied by using organic wastes or commercial fertilizers.
USE IN POTTING MIXES
Sludge compost can be used effective[y in preparing potting
mixes to grow transplants for ornamental, garden, or commercial
purposes. Here, too, compost supplies organic matter, calcium,
magnesium, phosphorus, potassium, and slow release nitrogen, as
well as fertilizer levels of the microelements 9boron, copper, iron,
manganese, molybdenum, and zinc) for plants. Effective potting
mixes have been prepared, by volume, from sludge compost + peat

Moss + vermiculite (1:1:1); and compost + infertile loamy subsoil
(1:1).
Because sludge compost may supply levels of soluble salts
too high for potting mixes, compost based mixes must be leached
before use in closed pots. Pots with drainage are usually watered to
excess (tap water poured on he surface of the mix in pot) and
allowed to drain. By leaching or wetting and draining the pots in
this manner, the potential for salt injury of plants can be
decreased. Use of compost at greater than 50/ by volume is
wasteful of the nutrients and is not advisable. After several months
growth supplemental nitrogen fertilizer may be required depending
on the amount of growth, amount of compost in mix, and size of the
pot.
USE OF RECLAMATION OF DISTURBED AND MARGINAL LANDS
Applying composted sludge can aid significantly in the re -
vegetation and reclamation of lands disturbed by surface- mining,
removal of topsoil, and excavation of gravel deposits. On these
lands the establishment and growth of plants are difficult because
of (1) extremely low pH, (2) extreme drought from lack of organic
matter, (3) very high surface temperatures, (4) lack of nutrients,
and (S) very poor soil physical conditions. Research by the
Department of Agriculture has shown that through the proper use of
sludge compost and dolomitic limestone, a wide variety of
agronomic crops can be grown on such lands. With proper
management, disturbed lands can be reclaimed in a surprisingly
short time, Often in reclamation, the use of compost is cheaper and
plant growth better than with commercial fertilizers.
Compost applications for marginal lands should be based on
soil characteristics and the cover crop to be grown. For disturbed
soils, up to 9200 lbs. per 1000 square feet (200wet tons per acre)
could be applied, with even higher rates where the compost is mixed

with more than 6 inches of soil and where ground water
contamination is not a potential problem (e.g., if the watershed has
essentially no other nitrogen inputs and the resulting
contamination would be small, temporary, or both). Since compost
functions as a slow release nitrogen fertilizer, a heavy single
application of compost could supply the fertilizer requirements for
several seasons. Research has shown that on very droughty or acid
soils, the deeper the compost is incorporated with the soil, the
better are the crop yields. Special equipment may be required for
deep piedmont of the compost.
In general, the establishment of grasses on disturbed or marginal
lands has been best with a fall application of sludge compost and
subsequent seeding. .For both grassland and agronomic crops, the
compost should be thoroughly plowed and dissuade, into the soil. before
the crop is planted. On acid soils, with crops sludge compost for their
nitrogen requirement, 1-2 tons per acre of dolomitic limestone may be
needed. In soils where the pH is lower than 4.5, more lime may be
necessary for maximum crop yields.
Compost can be used beneficially as mulch after conservation
seeding. With the wood chips present (unscreened), it will more
effectively control erosion and water loss by evaporation. From 300-700
lbs. per 1000 square feet can be applied,
Large scale agricultural users should consult the Agricultural Extension
Service in order to determine yearly and maximum loading levels for
particular soils. Metal uptake by plants is dependent on the type of
plant and on pH as well.
Note; Finished compost may be assumed to weigh approximately 600
lbs. per cubic yard,

STORMWATER
Our current treatment facility is not under roof. Any rainwater that falls from the sky into the
facility is treated along with the wastewater.
The compost facility is not under roof. The drying beds as well as the composting area are
drained into a wet well that pumps runoff back to the head of the plant. The concrete slab is
constructed on a slope with perimeter ditches that collect all runoff in a drop inlet with a 6"
outlet pipe to carry the runoff to a wet well. The wet well is 4' in diameter with a `/2 horsepower
pump that pumps the runoff to the splitter box at the head of the treatment plant for additional
treatment.

TOWN OF BURNSVILLE
O&M

TOWN OF BURNSVILLE WWTP OPERATION AND
MAINTENANCE PLAN
WHAT THE OPERATOR SHOULD DO
A. Routine Operation Control
1. Visually check performance.
a. Is the effluent clear and free of odor?
b. Is the color of the activated sludge the normal shade of brown typical of good
treatment results for the plant?
2. Inspect the mechanical equipment. (See O&M manuals for individual equipment)
a. Are blower(s) operating without overheating or unusual noise?
b. Is oil level in gear case okay?
c. Is sludge collector mechanism operating without overheating or unusual
noise?
d. Are comrninutor, testing equipment, chlorinator, and other motor driven
equipment operating normally?
3. Lubricate mechanical equipment in accordance with maintenance instructions of
manufacture.
4. Clean plant
a. Clear inlet bar screen and grit filter.
b. Once a week, brush heavy algae growths from effluent trough and brush or
flush solids from basin side walls at water line.
5. If laboratory equipment is available, make D.O. test on reaeration tank mixed
liquor. If D.O. is less than 0.5 p.p.m. or sludge is turning a dark color and
producing a detectable septic odor, increase air supply.
6. Make a settleability test on a sample collected near the outlet end of the mixing
compartment. If the sludge occupies more than 75% of graduate at the end of 30
minutes, waste sludge to the aerobic digester. Need to waste sludge may be
confirmed by high sludge blanket level in the settling basin. For best results, shut
off air supply in aerobic digester for 60 minutes prior to operating waste sludge
air lift and supernatant decanting airlift.
7. Perform tests required by State Regulatory Agency.
8. Make entries in plant operating log.
B. Non -Routine Plant Operation Duties
1. Check overflow from aerobic digester when waste sludge air lift is in operation.
When reasonably low solids in the overflow cannot be maintained, remove
digested sludge from the aerobic digester.
2. Change oil in blower gear cases every 1500 hours or 2 months operation.
3. Clean blower intake filters in accordance with manufacturer's instructions.
4. Change oil in sludge collector gear case every 2500 hours.
5. Inspect plant for damage to protective coating and touch up damaged areas before
extensive rusting creates a major painting problem.
6. Operate all valves and other non -regularly used equipment to be sure they are in
good working order.

7. Maintain plant site so that it presents an attractive appearance.
*A CLEAN, PROPERLY CARED FOR PLANT MEANS LESS REPAIRS AND
MAINTENCE AND MORE EFFICIENT OPERATION.
A. Belt Press Operating Instructions
1. Prior to starting the belt filter press, polymer bench tests should be conducted to
determine the best polymer and optimum dosage rate for the particular sludge to
be dewatered.
A. Manual Operation
1. Clean the machine thoroughly with a utility water hose to remove all dirt
and other damaging objects from the filter belts.
2. Grease all lubrication points as per lubrication drawing.
3. Ensure all guards are securely in place.
4. Switch on the main disconnect switch on the control panel.
5. Turn on the air compressor, or plant air, check that the high pressure plant
air is on. When the air pressure has reached system pressure, the low
pressure alarm indicator will turn off.
6. At the machine, tension both the upper and lower belts by operating the 4-
way hand valves on the pneumatic control panel. Both sets of tensioning
cylinders should be extended and the belts should be taut. NOTE: the air
pressure for the lower (filter) belt should be a minimum 10 to 15 psi
higher than the pressure on the upper (milling) belt.
7. At the machine, verify the steering valve paddle arm is in contact with the
belt edge. Operate the top and bottom steering limit valve to observe
operation of the steering rolls. This can be accomplished by rolling the
edge of the belt away from the paddle arm and moving the paddle arm
back and forth.
8. Turn on the water booster pump or open the water supply.
9. Pre-set all speed adjustments to approximately 40% of maximum. Turn on
the drives and observe both belts for proper belt tracking and the drum for
proper rotation.
10. Open all spray shower -flushing valves by turning the attached handwheel
and allow the pipes to flush for about three minutes.
11. Start the sludge discharge conveying system.
12. Assuming that the polymer solution has been prepared and is ready for
use, start the polymer pump or polymer system.
13. Turn the sludge pump on low feed rate. After a steady flow is achieved,
adjust the polymer flow up or down to obtain a proper floc.
14. Adjust the belt speed in such a way that the sludge head box located at the
inlet to the wedge zone is not more than half full with condition sludge
and that a ribbon of sludge is being uniformly spread over the entire
effective width of the lower belt.
B. Automatic Operation
1. Switch on the main disconnect switch on the control panel.

2. Rotate the hand -off -auto selector switch to the auto position.
3. Set the speed on the belt drive, polymer pump and sludge pump as
described in items A.9, A.12, A.13 of the manual operation section above.
4. At the machine, tension both belts as described in item A.6.
5. At the machine, verify the steering arm as described in item A.7.
6. Depress the automatic start button. The control panel will automatically
start all necessary components in the same sequence as described under
section A of the manual operation section.
7. Adjust the belt speed as described in item A.14.
8. Verify that the steering valve paddle arm is in contact with the belt edge
and that the belt is steering properly.
SHUTDOWN PROCEDURES
A. Manual Control Panel
1. Turn off the sludge and polymer pumps.
2. Thoroughly clean and hose off the entire machine.
3. After allowing the machine to operate sufficiently to clean the dewatering
belts and sieve drum, turn the drives off.
4. Shut off the water supply, conveying system and pneumatic system.
5. Turn the main disconnect switch on the control panel to the off position.
B. Automatic Control Panel
1. Depress the automatic stop pushbutton.
The control panel logic will automatically stop all the drives in the
sequence as described in the manual control panel shutdown section.
Thoroughly clean and hose off the entire machine during this shutdown
period.
2. Turn the main disconnect switch on the control panel to the off position.
*THE CONTROL PANELS CONTAIN SAFETY FEATURES THAT
WILL AUTOMATICALLY SHUT DOWN THE BELT PRESS IN
THE EVENT OF A BELT BREAK OR TRACKING PROBLEM.
COMPOST FACILITIES
The compost facility is comprised of a 7,200 square foot concrete slab used to mix sludge
and woodchips as well as to construct compost curing piles.
A. Compost Piles
1. 4" perforated pipe will be placed at the bottom of the piles on a grid of 8' on
centers.
2. The grid work of pipe will be covered with 18-inch thick layer of woodchips.
3. Sludge will be mixed with wood chips and/or debark in a mixture of
approximately 1:1.5 to 1:2. This mixture will be layered on top of the 18-inches of
woodchips as described above.
4. The composting piles will be built to approximately 8-feet tall.
5. The compost pile will be capped off with a 12-inch layer of woodchips to help
insulate the piles.
6. Air flow to the piles will be provided by blowers. These blowers must produce a
minimum airflow of 200scf/hr.
3

7. Ambient temperature within the static piles must be monitored daily to assure that
the temperature reaches a minimum of 140 degrees F or (60 degrees C) for four
consecutive days.
8. Sludge must remain in the aerated piles for a period of 21-28 days to achieve
further pathogen kill and complete the process.
9. Following the aerated static pile composting cycle air flow will be cut off.
10. Compost will be allowed to cure for an additional period of 21-28 days.
11. Only after the above steps are complete can the compost be distributed.
12. Keep all screens on the perimeter ditches clean and free of debris.
13. Assure that the pumps are functioning properly in the wet well that collects
runoff.
4

TOWN OF BURNSVILLE
REVISED RSC 06-16

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non-DischaMe Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 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 frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
❑ Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
❑ Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

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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.):
I . Facility Name: Town of Burnsville 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: ).
3. Facility contact person and title: Shane Dale, Public Works Director
Complete mailing address: P.O. Box 97
City: Burnsville State: NC Zip: 28714-
Telephone number: [phone] E-mail address: sdale(cr townofburnsvillenc.org
4. Facility physical address: 812 Pine Swamp Road
City: Burnsville State: NC Zip: 287I4
Coordinates: Latitude: 35' 54' 22" Longitude: 82' 19' 53"
Datum: WGS 84 Level of accuracy: 100%
Method of measurement: Google Earth
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: 2 % industrial and 98 % domestic)
❑ other (explain: }.
6. Does the facility have an approved pretreatment program: M Yes 0 No
7. Facility permitted/design flow: 0.800 MGD and facility average daily flow: 0.689 MGD
8, Average amount of residuals being generated at this facility 62.2 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 0.107
Type and volume of residuals storage (i.e., outside of residuals treatment units): 7200 sq. ft. concrete pad
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
® Biological ❑ Non -Biological
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 I 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 ® 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: Blue Ridge Labs and Date of analysis: April 2021
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: 70 °F (> 140°F)
Passed reactivity test: ® yes Ono. HCN: N/D mg/kg (<250) & H?S: N/D mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/l)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
Arsenic
5.0
N/D
Hexachlorobenzene
0.13
N/D
Barium.
100.0
N/D
Hexachloro-1,3-Butadiene
0.5
N/D
Benzene
0.5
N/D
Hexachloroethane
3.0
N/D
Cadmium
1.0
N/D
Lead
5.0
N/D
Carbon Tetrachloride
0.5
N/D
Lindane
0.4
N/D
Chlordane
0.03
N/D
Mercury
0.2
N/D
Chlorobenzene
100.0
N/D
Methoxychlor
10.0
N/D
Chloroform
6.0
N/D
Methyl Ethyl Ketone
200.0
N/D
Chromium
5.0
N/D
Nitrobenzene
2.0
N/D
m-Cresol
200.0
N/D
Pentachlorophenol
100.0
N/D
o-Cresol
200.0
N/D
Pyridine
5.0
N/D
p-Cresol
200.0
N/D
Selenium
1.0
0.0664
Cresol
200.0
N/D
Silver
5.0
N/D
2,4-D
10.0
N/D
Tetrachloroethylene
0.7
N/D
1,4-Dichlorobenzene
7.5
N/D
Toxaphene
0.5
N/D
1,2-Dichloroethane
0.5
N/D
Trichloroethylene
0.5
N/D
1, 1 -Dichloroethylene
0.7
N/D
2,4,5-Trichlorophenol
400.0
N/D
2,4-Dinitrotoluene
0.13
N/D
2,4,6-Trichlorophenol
2.0
N/D
Endrin
0.02
N/D
2,4,5-TP (Silvex)
1.0
N/D
Heptachlor and its Hydroxide
0.008
N/D
Vinyl Chloride
0.2
N/D
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 far 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: Blue Ridge Labs and Date of analysis: April 2021
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
N/D
Cadmium
85
39
N/D
Copper
4,300
1,500
223
Lead
840
300
WD
Mercury
57
17
0.1584
Molybdenum
75
n/a
N/D
Nickel
420
420
26.8
Selenium
100
100
N/D
Zinc
7,500
2,800
645
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: Blue Ridge Labs and Date of analysis: April 2021
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mglkg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
❑ > 125
62
450
420
Result (mg/kg)
N/D
N/D
26.8
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 11.3 %.
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: Blue Ridge Labs and Date of analysis: April 2021
Parameter
Result
(mglkg)
Aluminum
14867
Ammonia -Nitrogen
20849
Calcium
11415
Magnesium
3389
Nitrate -Nitrite Nitrogen
730
pH (Standard Unit)
7.2
Phosphorus
14424
Potassium
3867
Sodium
422
Total Kjeldahl Nitrogen
33371
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.3
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30.5 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (0) Year PAN
Five -Year
Maximum Adjusted PAN
(mg�k�
(mg/kg)
Surface
2439
34,000
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: No pollutants of concern
FORM: RSC 06-16 Page 4 of 5

T Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/LandApplication of Class A or Equivalent:
® A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
® Alternative 1 [I5A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.1106(b)(3)(C)] -Prior Testing for Enteric ViruslViable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] -No Prior Testing for Enteric VirusNiable Hehninth Ova.
❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] -Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B.
Alternative 1 [ 15A NCAC 02T.I 106(c)(1)] - Fecal CoIiform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T. I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, [] air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
❑ Exempt - If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
S. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.1107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T. 1107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
® Alternative 5 [15A NCAC 02T. 1 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T. 1 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] -Incorporation.
❑ Alternative for Surface Disposal Units Only- Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

TOWN OF BURNSVILLE
DELEGATION OF
SIGNATURE AUTHORITY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To Whom It May Concern:
NORTH CAROLINA
Environmental Quality
April 7, 2022
Subject: Permit No, WQ0002834
Signature Authority Designation
Town of Burnsville Class A
Residuals Management System
Yancey County
As an appropriate signing official for p ua o -f B uvp 'M(cityhown or
business name) as designated by 15A NCAC 2T .0106, I hereby delegate authority to sign and certify all
permit applications, reports or other permit related documents to the following staff for the following
permit types (sewer, spray, land application) and/or permit numbers:
Person
Permit Tme
Position
Currently in
or Permit
Position
Number
C
a 1 I..our
AI C 00.20a7 D
If you have any questions, please contact me at the following:
Permittee/Applicant name (please print): , F—p
Title: M
Complete mail' g address: —.'Pb R 6.X.._ Q
City: _Buj-utll State:
Telephone number: ( ) &L Q y a p
Since
r
signature
C: Zip: a1?71+
Facsimile number. ( ) (,O-
Q��
Narth Carolina Department of Environmental Quality I Division of Water Resources
_E 512 North 5alisbury street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
OyeNMF.wlrpr„y�,y. 4� �+� 919.7029000

TOWN OF BURNSVILLE
QUANTITATIVE
JUTSIFICATION

Water Quality Lab & Operations, Inc.
P.O. Box 11671 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
July 25, 2022, revised November 30, 2022
DEQ Requested additional information for RSC 06-16, Item B. The weight of dry tons is
calculated using a backhoe bucket. It was determined that each bucket will hold 2 tons of
dry material.
There were approximately 31 backhoe buckets of sludge, which equals the estimated 62.2
as reported in I(8).

TOWN OF BURNSVILLE
2021 TONNAGE
REPORTS

x
ublic services, Inc.
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
69300384300000101
TOWN
OF BURNSVILLE WWTP
^Large containers (roll -off or compactors) only.

812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD
812 PINE SWAMP RD BURNSVILLE, NC 28714
00001
WASTE CONTAINER 20 CU YD

01/22/2021
10:00
20.00
None
Solid Waste
02/10/2021
10:10
20.00
None
Solid Waste
02/26/2021
10:25
20.00
None
Solid Waste
03/10/2021
9:40
20.00
None
Solid Waste
04/05/2021
9:20
20M
None
Solid Waste
04/16/2021
9:20
20.00
None
Solid Waste
06/04/2021
9:26
20.00
None
Solid Waste
08/25/2021
9:14
20.00
None
Solid Waste
09/21/2021
9:08
20.00
None
Solid Waste
09/30/2021
9:58
20.00
None
Solid Waste
11/02/2021
9:30
20.00
None
Solid Waste
11/10/2021
8:53
20.00
None
Solid Waste
11/18/2021
8:55
20.00
None
Solid Waste
11/24/2021
8:53
20.00
None
Solid Waste
12/07/2021
9:07
2a.00
None
Solid Waste
12/23/2021
9:47
20.00
None
Solid Waste

Permanent
OnCall
12.98
Tons
PH
chad
Permanent
OnCall
10.00
Tons
PH
chad
Permanent
OnCall
12.95
Tons
PH
chad
Permanent
OnCall
10.93
Tons
PH
Chad
Permanent
OnCall
11.01
Tons
PH
chad
Permanent
OnCall
11.59
Tons
PH
chris
Permanent
OnCall
12.93
Tons
PH
chris
Permanent
OnCall
11.35
Tons
PH
chad
Permanent
OnCall
13.05
Tons
PH
chad
Permanent
OnCall
10.71
Tons
PH
chad
Permanent
OnCall
9.24
Tons
PH
chad
Permanent
OnCall
11.62
Tons
PH
chad
Permanent
OnCall
13.37
Tons
PH
chad
Permanent
OnCall
12.11
Tons
PH
chris
Permanent
OnCall
12.65
Tons
PH
Chad
Permanent
OnCall
13.87
Tons
PH
chad

Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Pit. 828-898-6277 Fax [phone]
July 25, 2022
DEQ Requested additional infonnation for RSC 06-16, Item B. The weight of day tons is
calculated using a backhoc bucket. It was determined that each bucket will hold 2 tons of
dry material.

TOWN OF BURNSVILLE
SLUDGE ANALYSIS

TOWN OF BURNSVILLE PERMIT REVISIC
November 30, 2022
The attached temperature log, although recorded in 2022, was for the pile generated in 2021.

10a22d uaIel saldweS jo aagwnN
q}daCj OuildweS
ajep 2uildweS
Ih
V,4
�/
JJ
j 7- ---y J
g dwoL L dwa 1 g dwa�
3111ASNjn9
5�
1
J
1
30 N/V\Oi
g S�
_f
J d
�' L—GZi—
PL
JJ 17
—
;,1 -
o
1-7
Z dwa�
Tdwal
s�ei�iuE
a�eQ
iagwnN
aIid
f

WATER QUALITY LAB & OPERATIONS, INC.
P.O. BOX 1167
BANNER ELK, NC 28604
[phone]
CLIENT: TOWN OF BURNSVILLE LOGIN TIME:
ADDRESS: SAMPLER:
CITY: RECEIVED DATE:
STATE: NC REPORTED DATE:
ID#: NCO020290
JOSH CAGLE
30-Mar-21
6-Apr-21
ANALYSIS
LSID #
ANALYSIS
MQL's
UNITS
METHOD
SAMPLE
ANALYSIS
INT
RESULTS
LOCATION
DATE
TOTAL SOLIDS
36.8
%
BURN.
SLUDGE FECAL
1
123.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PI/WPS
TOTAL SOLIDS
35.6
%
BURN.
SLUDGE FECAL
2
258.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PI/WPS
TOTAL SOLIDS
36.3
%
BURN.
SLUDGE FECAL
3
455.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PI/WPS
TOTAL SOLIDS
35.9
%
BURN.
SLUDGE FECAL
4
140.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PINUPS
TOTAL SOLIDS
36.1
%
BURN.
SLUDGE FECAL
5
338.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PIIWPS
TOTAL SOLIDS
35.7
%
BURN.
SLUDGE FECAL
6
550.0
1.00
MPN/G
SM9221 E2
#2
30-Mar-21
PIMPS
TOTAL SOLIDS
36.4
%
BURN.
SLUDGE FECAL
7
378.0
1.00
MPN/G
I SM9221 E2
#2
30-Mar-21
PINUPS
REPORTED BY: NC CERTIFIED LAB # 544
PAUL ISENHOUR, SUPERVISOR

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
Water Quality Labs
P. O. Box 1167
Banner EIk, NC 28604
Attention:
Mr. P. Isenhour
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
30-Mar-21
BRL 9;
BRL-2021-0165
Lab Sample IID-
LS1D•2021-00677
Client Sample ID:
Burnsville Sludge
Parameter Result MQL
% Solids 11.3 0. l
Ignitability as Flashpoint Not Ignitable 70
Reactivity as CN I
Reactivity as Sulfide 5
Paint Filter Test lass No Free Liq 0.1
Unit
[e-mail]
Analysis Analysis
Method Time Date Analyst
Solids
10- I5
4/5/2021
KCJ
Deg. F.
SW-846-1010
10:15
4/1/2021
KCJ
mg/kg
SW-846-7.3.3
16:14
4/5/2021
KCJ
mg/kg
SW-846.7.3.3
15:42
4/5/2021
KCJ
ml
SW-846-9095
10A5
4/1/2021
KCJ
Reported By:
S. J ,a nson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 6 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client;
Water Quality Labs
P. O. Box 1167
Banner Elk, NC 28604
Attention:
Mr. P. Isenhour
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date;
30-Mar-21
13RL 9:
BRL-2021-0165
Lab Sample ID:
LSID-2021-00675
Client Sample ID:
Burnsville Sludge
blueridgelabslenoir@gmailxom
Parameter
Result
MQL
Unit
Analysis
Method Time
TCLP Semi-VOC Extraction
extracted
SW-846-1311
2,4,5-TP (Silvex)
0.5
mg/i
SW-846-8080
2,4-D
*
0.5
mg/1
SW-846-8080
Chlordane
*
0.025
nig/1
SW-846.8080
Endrin
*
0.0025
mg/1
5W-846-8080
Heptachlor
*
0.0025
mg/1
$W-846-8080
Heptachlor Epoxide
*
0.0025
mg/l
SW-846-8080
Lindane
*
0.0025
mg/1
SW-846-8080
Methoxychlor
*
0.0025
mg/1
SW-846-8080
Toxaphene
*
0.05
mg/1
SW-846-8080
Analysis
Date Analyst
Summit
4/3/2021
Summit
4/3/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
4/5/2021
Summit
Reported By:
S. son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 4 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client: Water Quality Labs
P. 0. Sox 1167
Banner Elk, NC 28604
Attention: Mr. P. Isenhour
[e-mail]
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
30-Mar-21
BRL #:
BRL-2021-0165
Lab Sample ID:
LSID-2021-00676
Client Sample ID:
Burnsville Sludge
Parameter
Result
MQL
Unit Method
Analysis
Time
Analysis
Date
Analyst
Corrosivity as pH
7.2
0.1
su 9045C SW-8
16:10
3/30/2021
KCJ
Plt Available Nitrogen
2439
210
mg/kg Plant Availabl
16:15
4/7/2021
KCJ
SAR
0.3
0
SAR
15:13
4/5/2021
Summit
PB
7.2
0.1
SLl SW-846-9040
16:10
3/30/2021
KCJ
Reported By: �� ,
5. J. rd#fnson, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 5 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client : Water Quality Labs
P. O. Box 1167
Banner Elk, NC 28604
Attention: Mr. P. Isenhour
[e-mail]
Date Received: 3 0-Mar-21
Report Date: 09-Apr-21
Sample Date- 30-Mar-21
BRL #: BR-L-2021-0165
Lab Sample ID: LSID-2021-00672
Client Sample ID: Burnsville Sludge
Analysis Analysis
Parameter Result _ MQL _ Unit _ Method Time Date Analyst
Hg by Cold Vapor AAS
0.002
mg/l
7470A L994
4/5/2021
Summit
TCLP Extraction Metals
extracted
SW-846-13 11
Summit
Ag
*
0.5
mg/1
SW-846-60LO
4/2/2021
Summit
As
*
0.5
mg/1
SW-846-6010
4/2/2021
Summit
Ba
*
5
mg/l
SW-846-6010
4/2/2021
Summit
Cd
*
0.1
mg/1
SW-846-6010
4/2/2021
Summit
Cr
*
0.2
mg/l
SW-846-6010
4/2/2021
Summit
Pb
*
0.5
mg/l
SW-846-6010
4/5/2021
Summit
Se
0.0664
0.05
mg/l
SW-846-6010
4/5/2021
Summit
Reported By:
S. Xgdohnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No, 275
Page 1 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28646
828-728-01.49
Client:
Water Quality Labs
P. Q. Box 1167
Banner Elk, NC 28604
Attention:
Mr. P. Isenhour
Date Received;
30-Mar-21
Report Date;
09-Apr-21
Sample Date:
30-Mar-21
BRL #:
B RL-2021-0165
Lab Sample ID:
LSID-2021-00673
Client Sample ID:
Burnsville Sludge
Parameter
Result
MQL
TCLP ZHE Volatiles Extraction extracted
Benzene
0.25
Carbon Tetrachloride
*
0.25
Chlorobenzene
*
2.5
Chloroform
*
0.23
Dichloroethane., 1,2-
*
0,25
Dichloroethene, 1,1-
*
0.25
MEK
*
5
Tetrachloroethene
*
d_25
Trichloroethene
*
0.25
Vinyl Chloride
*
0.1
[e-mail]
Unit
Method
Analysis Analysis
Time Date
Analyst
SW-846-1311
Summit
mg/l
SW846-8260
4/2/2021
Summit
mg/1
SW846-8260
4/2/2021
Summit
mg/1
SW846-8260
4/2/2021
Summit
mg/l
SW846-8260
4/2/2021
Summit
mg/l
SW846-8260
4/2/2021
Summit
mg/l
SW846-8260
4/2/2021
Summit
mg/l
SW846-8260
4/2/2021
Summit
mg/t
SW846-8260
4/2/2021
Summit
mg/1
SW846-8260
4/2/2021
Summit
mg/1
SW846-8260
4/2/2021
Summit
Reported By: _ f
S• J• Jon, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 2 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
[e-mail]
Client :
Water Quality Labs
P. O. Box 1 167
Banner Elk, NC 28604
Attention:
Mr. P. Isenhour
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
30-Mar-21
BRL #:
BRL-2021-0165
Lab Sample TD:
LSID-2021-00674
Client Sample 1D:
Burnsville Sludge
Parameter
_ Result
MQL
Unit
Method
Analysis Analysis
Time Date
Analyst
TCLP Semi-VOC Extraction extracted
SW-846-1311
Summit
Cresols (Total)
* 10
mg/l
SW-846-8270
4/5/2021
Summit
Dichlorobenzene, 1,4
* 0.2
mg/1
SW-846-8270
4/5/2021
Summit
Dinitrotoluens, 2,4-
* 0.01
mg/l
SW-846-8270
4/5/2021
Summit
Hexachloro-1,3-Butadiene
* 0.04
mg/l
SW-846-8270
4/5/2021
Summit
Hexachlorobenzene
0.01
mg/l
SW-846-8270
4/5/2021
Summit
Hexachloroethane
0.2
mg/l
SW-846-8270
4/5/2021
Summit
Nitrobenzene
0.2
mg/i
SW-846-8270
4/5/2021
Summit
Pentachlorophenol
* 0.5
mg/l
SW-846-8270
4/5/2021
Summit
Pyridine
* 0.5
mg/l
SW-846-8270
4/5/2021
Summit
Trichlorophenol, 2,4,5-
* 0.5
mg/l
SW-846-8270
4/5/2021
Summit
Trichlorophenol, 2,4,6-
* 0.5
mg/1
SW-846-8270
4/5/2021
Summit
Reported By:
eoh�Sou,
17S. D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 3 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client:
Attention -
Date Received:
Water Quality Labs
RO.Box 1167
Banner Elie, NC 28604
Mr. P. Isenhour
30-Mar-21
Report Date: 09-Apr-21
Sample Date: 30-Mar-21
BRL 9: BRL-202 I -0165
Lab Sample ID: LSID-2021-00678
Client Sample ID: Burnsville Sludge
[e-mail]
Parameter
Result
MQL
Unit
Method
Analysis
Time
Analysis
Date
Analyst
Total Phosphorus
14424
202
dry mg/kg
200.7 1994
2:12
4/5/2021 —
Summit
Al by [CP-AES
14867
202
dry mg/kg
200.7 1994
2.12
4/5/2021
Summit
As by ICP-AES
*
12.2
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Ca by ICP-AES
11415
202
dry mg/kg
200,7 1994
2:12
4/5/2021
Summit
Cd by ICP-AES
*
4,06
dry mg/kg
200,7 1994
2:12
4/5/2021
Summit
Cu by [CP-AES
223
649
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
K by ICP-AES
3867
406
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Mg by ICP-AES
3389
81.1
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Mo by [CP-AES
*
20.2
dry mg/kg
200.7 1994
2;12
4/5/2021
Summit
Na by ICP-AES
422
406
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Ni by ICP-AES
26.8
20.2
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Pb by ICP-AES
*
20.2
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Se by [CP-AES
*
20.2
dry mg/kg
2003 1994
2:12
4/5/2021
Summit
Zn by ICP-AES
645
20.2
dry mg/kg
200.7 1994
2:12
4/5/2021
Summit
Reported By:
S. J.Jahnson, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted,
NC Laboratory Certificate No. 275
Page 7 of 10

Blue Ridge Labs
P4 Box 2940
Lenoir, NC 28645
828-728-01.49
Client : Water Quality Labs
P. O. Box 1167
Banner Elk, NC 28604
Attention: Mr. P. Isenhour
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
30-Mar-21
BRL #:
BIZL-2021-0165
Lab Sample ID:
LSID-2021-00679
Client Sample ID:
Burnsville Sludge
Parameter
Hg
Result KQL
0.1584 0.1566
[e-mail]
Analysis
Unit Method Time
drymglkg 245.1 1994 10:30
Analysis
Date Analyst
4/5/2021 KCJ
Reported By:
S. ohnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 8 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
Water Quality Labs
P. O. Box 1167
Banner Elk, NC 28604
Attention:
Mr. P. Isenhour
Date Deceived:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
30-Mar-21
BRL 4:
BRL-2021-0165
Lab Sample ID:
LSID-2021-00680
Client Sample ID:
Burnsville Sludge
Parameter
Ammonia Nitrogen
Resuit MQL
20849 1725
[e-mail]
Unit ]!Method
dry mg/kg SM4500 199
Analysis Analysis
Time Date Analyst
16:10 3/30/2021 KCJ
Reported By:i., :
S. J. son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 9 of 10

Blue Ridge Labs
PO Box 2940
Lenoir, PVC 28645
828-728-0149
CIient : Water Quality Labs
P. O. Box 1167
Banner Elk, NC 28604
Attention: Mr. P. Isenhour
Date Received:
30-Mar-21
Report Date:
09-Apr-21
Sample Date:
21-Mar-30
BRL M
BRL-2021-0165
Lab Sample ID:
LSID-2021-00681
Client Sample Il]:
Burnsville Sludge
Parameter
Result MQL
N2=M
730 135
TKN
33371 1725
[e-mail]
Unit Method
drymglkg SM19 4500-N
drymg/kg SM 19 4500-N
Analysis
Analysis
Time
Date
15:30
4/712021
15:16
4/6/2021
Reported By: -- --- /s.
S. Jr. J nson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 10 of 10
Analyst
KC1
KC3

'=SUMMIT
Summit Environmental Technologies, Inc.
3310 Win St.
Cuyahoga Falls, Ohio 44223
TEL: (33o) 253-8211 FAX. [phone]
Website: httn:1Avww.setTek.com
WO#: 21040018
Date Reported: 4/512021
Company: Blue Ridge Labs, Inc,
Address: P O Box 2940
Lenoir NC 28645
Received: 4/1/2021
Project#: 672-678
TCLP Metals Analysis (SW1311/6010)
Client ID# Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
072,673.074.675,076, 001
3/30/2021 TCLP Arsenic(As)
0.500
ND mg1L
Solid
EPA 6010
1
5.00
4/2/2021
DNS
678
D
672.673,674,675,676, 001
3/30/2021 TCLP Barium(Ba)
5.00
ND mg1L
Solid
EPA 6010
1
100
4/2/2021
DNS
678
D
672,673.674,675,076, 001
3/30/2021 TCLPCadmium(Cd)
0.100
ND mg1L
Solid
EPA 6010
1
1,00
4/212021
DNS
676
0
672,673,674,675,676, 001
3/30/2021 TCLP Chromium(Cr)
0.200
ND mg1L
Solid
EPA 6010
1
5.00
412/2021
DNS
678
D
672,673,674,675,576, 001
3/30/2021 TCLP Lead(Pb)
0.500
ND mg/L
Solid
EPA 6010
1
5.00
4/2/2021
DNS
678
D
672,673,574,675,676, 001
3/30/2021 TCLP Selenlum(Se)
0.0500
0.0664 mg1L
Solid
EPA 6010
1
1.00
4/512021
DNS
678
D
672,673,574,575,576, 001
3/30/2021 TCLP Silver(Ag)
0.500
ND mg1L
Solid
EPA 6010
1
5.00
4/212021
DNS
678
D
TCLP Mercury Analysis (SW131117470)
Client ia# Lab ID# Collected Analyte Rep Lmt Result [snits Matrix Method DF RegLvl Run Analyst
672,073,674,675,676, 001 3/30/2021 TCLP Mercury 0.00200 ND mg1L Solid EPA 7470 A 1 0.200 4/5/2021 ERA
678
TCLP Pesticides Analysis (SW1311/8081)
Client lD# Lab ID# Collected Analyte Rep Lint Result Units Matrix Method DF RegLvl Run Analyst
672,673,674,675.676. 001
3/30/2021 Chlordane, total
0.0250
N❑ mg1L
Solid
EPA 8081 g
1
0.0300
4/512021
CSS
678
672,673,674,675,676, 001
3130/2021 Toxaphene
0.0500
ND mglL
Solid
EPA 8081B
1
0.500
4/512021
CSS
678
672,673,674,675,676, 001
3/3012021 Endrin
0.00250
ND mg1L
Solid
EPA 8081B
1
0.0200
4/5/2021
CSS
678
672,673,674,675,676, 001
3/30/2021 gamma-BHC
0.00250
ND mg/L
Solid
EPA 8081 B
1
0.400
4151202'
CSS
678
672,673,674,675,675, 001
3/30/2021 Heptachlor
0.00250
ND mg1L
Solid
EPA B081B
1
0,00800
4/512021
CSS
678
672,673,674,675,676, 001
3/30/2021 Heptachlor epoxide
0.00250
ND mg1L
Solid
EPA 8081E
1
0.00800
4/5/2021
CSS
678
672.673,674,675,676, 001
3/30/2021 Methoxychlor
0.00250
ND mg/L
Solid
EPA 808113
1
10.0
4/5/2021
CSS
678
672.673,674,675,676, 001
3/30/2021 Surr:TCMX
10-119
67.9 %Rec
Solid
EPA 8081B
1
4/5/2021
CSS
678
672,573,674,675,576. 001
3/30/2021 Surr: ❑C9
10-119
86.3 %Rec
Solid
EPA 8081B
1
4/5/2021
678
CSS
Page 4 of 20 - Page 4 of 19

TSUMM111
Summit Environmental Technologies, Inc.
3310 Win St.
Cuyahoga Falls, Ohto 44223
TEL: [phone] FAX: [phone]
Websire; l3trp;//tyww,settek.cam
W09: 21040018
Lute Reported: 4/3/2021
TCLP Volatiles Analysis
Company Blue Ridge Labs, Inc.
Address: P O Box 2940
Lenoir NC 28645
Received: 4/1/2021
Project##' 672-678
Client TD# Lab TD# Collected Analyte Rep Lmt Result Units Matrix Method DF RegLvi Run Analyst
672,673,674,675.676, 001
3130/2021 1,1-Dichloroethene
0.250
ND mg1L
Solid
EPA 8260D
50
0.700
4/2/2021
MES
678
672,673,674,675,676, 001
3130/2021 1,2-Dichloroethane
0,250
ND mg1
Solid
EPA 8260D
50
0.500
4/2/2021
MES
678
672,673,674,675,676, 001
3/30/2021 MEK
5,00
NO mglL
Solid
EPA 8260❑
50
200
412/2021
MES
678
072,073,074,075.076, 001
3/30/2021 Benzene
0.250
ND mglL
Solid
EPA 8260D
50
C.500
41212021
MES
678
672,673,674,675.676, 001
3/30/2021 Carbon tetrachloride
0.250
NO mgiL
solid
EPA 8260D
50
0.500
4/2/2021
MES
678
672,673,674,675.676, 001
3/30/2021 Chlorobenzene
2.50
NO mg1L
Solid
EPA 8260D
50
100
412/2021
MES
678
672,673,674,675,676, 001
3130/2021 Chloroform
0.250
ND mglL
Solid
EPA 8260D
50
6.00
412f2021
MES
678
672,673,674,675,676, 001
3/30/2021 Tetrachloroethene
0.250
ND mglL
Solid
EPA 8260D
50
0.700
4/212021
MES
678
672,673,674.675,678, 001
3130/2021 Trichloroethene
0.250
ND mg1L
Solid
EPA 82600
50
0.500
41212021
MES
678
672,673,674,675,676, 001
3/3012021 Vinyl chloride
0.100
ND mg1L
Solid
EPA 8260D
50
0.200
412/2021
MES
678
672,673,674,675,876, 001
3/30/2021 Surr' 4-
70-139
96.6 %Rec
Solid
EPA 8260D
50
4/2/2021
MES
678
Bromofluorobenzene
572,673,674,675,676, 001
3/30/2021 Surr:
70-130
98.4 %Rec
Solid
EPA 8260D
50
412/2021
MES
576
Dibromolluoromethane
672,673.674,675,676, 001
3/30/2021 Surr: Toluene-dS
70-130
99.4 %Rec
Solid
EPA 8260D
50
4021a21
MES
678
Page 5 of 20 - - - - — Page 5 of 19

WSUMM11F
Summit Ftwiranmeutal Techuotogies, Mr.
3310WiuSt.
CuyahogaFalls, Ohio 44223
c-'- TEL [phone] FAX: [phone]
Website: htta:llwww.settekcom
WG#: 21040018
Date Reported: 41512021
Company: Blue Ridge labs, inc,
Address: P O Box 2940
Lenoir NC 28645
Received: 4/1/2021
Pruj'"t#; 672-678
TCLP Semi-Volatiles Analysis (SWI311/8270)
CIient 1D4 Lab ID# Collected Analyte Rep Lmt Result Units Matrix Method DP' RegLvi Run Analyst
672,673,674,675,676, 001
3/30/2021 i*01chlombenzene
01200
NO mg/L
Solid
EPA 8270E
2
7,50
415/2021
SFG
678
672,673.674,676,676. 001
3/30/2021 2,4,5-Trichloraphenol
0,500
NO mg/L
Solid
EPA 8270E
2
400
4/5/2021
SFG
678
672,673,674.675,676, 001
3/30/2021 2,4,5--Trichloraphenol
0.500
ND mg1L
Solid
EPA 8270E
2
2.00
4/5/2021
SFG
678
612,673,674,675,676. 001
3/30/2021 2,4-Dinitrctoluene
0,0100
NO mg1L.
Solid
EPA 8270E
2
0.130
4/5/2021
SFG
678
672,673,074,675,676, 001
3/30/2021 Cresols, Total
10.0
NO mg/L
Solid
EPA 8270E
2
200
4/512021
SFG
678
672,673,674,675,678. 001
3/30/2021 Hexachloro-1,3-
0.0400
NO mg/L
Solid
EPA 8270E
2
0.500
4/5/2021
SFG
678
butadiene
672,673,674,675.676, 001
3/30/2021 Hexachlorobenzene
0.0100
ND mglL
Solid
EPA 8270E
2
0.130
4/5/2021
SFG
678
672,673,674,675,676, 001
3/3012021 Hexachloroethane
0.200
ND mglL
Solid
EPA 6270E
2
3,00
4/5/2021
SFG
678
672,673,674,675,676, 001
3/30/2021 Nitrobenzene
0.200
ND mg1L
Solid
EPA 8270E
2
2.00
4/5/2021
SFG
678
672,673,674,675,676, 001
3/30/2021 Pentachiorophenol
0.500
NO mglL
Solid
EPA 8270E
2
100
4/5/2021
SFG
678
672,673,674,675,676, D01
3/30/2021 Pyridine
0.500
NO mgI
Solid
EPA 8270E
2
5.00
4/512021
5FG
678
672,673.674,075,076. 001
313012021 Surr. 2-Fluorophenol
10-157
76.0 %Rec
Solid
EPA 8270E
2
4/5/2021
SFG
678
672,673,674,675.676, 001
3/3012021 Surr: Phenol-M
10-169
80.6 %Rec
Solid
EPA 8270E
2
415/2021
SFG
678
672,673,674,675,576, 001
3/30/2021 Surr: Nitrobenzene-
32.1.130
84.3 %Rec
Solid
EPA 8270E
2
4/5/2021
SFG
678
d5
672,673,674,675,676, 001
3/3012021 Surr: 2,4,6-
45.4-166
95.0 %Rec
Solid
EPA 8270E
2
4/512021
SFG
678
Tribromophenol
672,673,674,675.676, 001
3/30/2021 Surr: 2-
35.7-130
77.6 %Roo
Solid
EPA 8270E
2
4/5/2021
SFG
578
Fluorobiphenyl
572,673,674,675,676, 001
3/30/2021 Surr: p-Terphanyl-
70-145
103 %Rec
Solid
EPA 8270E
2
4/5/2021
SFG
678
d14
TCLP Herbicides by EPA 8321B
Client 10# Lab ID# Collected Analyte Rep Lmt Result Units Matrix Method Dli RegLvi Run Analyst
672,673,674,675.676, 001 3/30/2021 2,4-D 0.500 ND mglL Solid EPA 83213 50 10.0 4/3/2021 TM
678
672,673,674,675.676, 001 3/30/2021 2,4,5-TP D.500 ND mglL Solid EPA 6321 B 50 1,00 4/312021 TM
678
672,673,674,675,676, 001 3/30/2021 Surr: 2,4- 70-130 94,5 %Rec Solid EPA 8321 B 50 4/312021 TM
678 Dichlorophenylacetic
acid
Page 6 of 20 Page 6 of l9

Summit Environmental Technologies, Inc,
» 3310 Win St. Analytical Report
Cuyahoga Falls, Ohio 44223 (consolidated)
TEL: [phone] FAX [phone] WQ#: 21040018
Websire, ht : settek.com Date Reported: 4/5/2021
CLIENT: Blue Ridge Labs, Inc. Collection Date: 3/30/2021 7:50:00 AM
Project: 672-678
Lab ID: 21040018-001 Matrix: SOLID
Client Sample TD: 672,673,674,675,676,678
Analyses Result PQL Qual Units DF Date Analyzed
CALCULATED ANALYTES METALS•CALC Analyst, CXS
Sodium Adsorption Ratio
0.300
0
1
4/5/2021 5:13:47 PM
METALS ANALYSIS (6010D)
SW6010
SW3050B Analyst' DNS
Aluminum(Al)
1680
22.9
mg/Kg
1
415/2021 2:12:24 PM
Arsenic(As)
ND
1.38
mg/Kg
1
41512021 2;12:24 PM
Cadmium(Cd)
NO
0,459
mg/Kg
1
415/2021 2:12:24 PM
Calcium(Ca)
1290
22.9
mg/Kg
1
4/512021 2:12:24 PM
Copper(Cu)
25,2
7.34
Mg/Kg
1
415/2021 2:12:24 PM
Lead(Pb)
ND
2.29
mg/Kg
1
415/2021 2:12:24 PM
Magnesium(Mg)
383
9.17
mg/Kg
1
4/5/2021 2:12:24 PM
Molybdenum(Mo)
ND
2.29
mg/Kg
1
4/5/2021 2:12:24 PM
Nickel(Ni)
3.03
2.29
mg/Kg
1
4/5/2021 2:12:24 PM
Phosphorus(P)
1630
22.9
mg/Kg
1
415/2021 2:12:24 PM
Potassium(K)
437
45.9
mg/Kg
1
41512021 2:12:24 PM
Selenium(Se)
NO
2.29
mg/Kg
1
41512021 2:12:24 PM
Sodium(Na)
47.7
45.9
mg/Kg
1
4/5/2021 2:12:24 PM
Zinc(Zn)
72.9
2.29
mgiKg
1
415/2021 2:12:24 PM
Qualifiers: H Holding limes Forprepsralion oranalysiseceeded
ND Nut DCtCGtcd
R RPD outside accepted recovery limits
W Sample Container temperature iA out of limit as specified at lesumde
Manual fategration used to dclemnine area rmspaase
PL Permit Unil
Ri. Reporting Delection Limit
Original
Page 7 of 19
Page 7 of 20

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p'5 WATER QUALITY LAB & OPERATIONS, INC.
P.O. BOX 1167, BANNER ELK, NC 26604
[phone]
fax [phone]
CHAIN OF CUSTODY
TYPE SAMPLE:
LOCATION:
FACILITY ID #:
SAMPLER NAME:
WASTEWATER
* PRESERVATION
1 - H2SO4,
4 - NAOH,
7 - NA2S203,
CODE
2 - HNO3,
5 - NONE,
B - OTHER
3 - HCL,
6 - COOL
ICE
START
TIME:
COMPOSITE SAMPLE,
;STOP
TIME:
DELIV.
TEMP
PRESERVATION*
SAMPLE NAME:
L COLLECTION
SAMPLE
TYPE
PH
veri
GL2_p-GL2
YES
NO
LAB SAMPLE
ID NUMBER
DATE
TIME
TEMP
GFZAB
COMP
F -FIELD
L -LAB
Stu J
rIV
r
K-�A
A N1
c! C4
r
Z.y
rh,, "
N
P �
S
RELINQUISHED
RELfNQ HED
BY:
BY:
DATE
DATE
TIME
TIME
RECEIVED
RECEIVE
BY:
BY:
DATE
DATE
TIME
TIME
Laboratory preservakion is ensured by addition of preservatives prior to sample
containers leaving the lab, unless otherwise noted.
CI_2-D-CL2= Chlorine check and dechlorination verfcation. T'k P , r G
PRESERVATION: !y'd
( y COOL 4C: BOD, RESIDUE, CONDUCTIVITY, MBAS, COLOR, ALKALINITY, GR, VI, TURBIDITY
( ) COOL 4C, PH<2 H2SO4: NH3, NO2-NO3, TKN, O&G, TOC, COD, HARDNESS, PHENOLS, TOT PHOS.
( ) COOL 4C, PH<2 HNO3 : METALS excapt CR, VI
( ) NONE : CHLORIDE, PH, FLUORIDE SAMPLE DEVIATION:
OTHER:
( ) COOL 4C, NA2S203 : COUFORM BACTERIA
NOTIFICATION:

TOWN OF BURNSVILLE
MAP AND FLOW
DIAGRAM

Narrative of the Maps for Town of Burnsville WWTP
Map 1—Topographic Map
This map shows the the facility location and the surrounding terrain as well as the river placement.
it also shows the direction of outfall from the facility.
Map 2 — Ariel View
This map has 4 descriptive tabs that describe what can be seen from above.
1- Ariel Gravity Influent Tab with a directional arrow
2- Influent Tab with a directional arrow and line to show how it enters the facility
3- Sludge Drying Beds Tab with a location arrow
4- Outfall Tab with aline and directional arrow
Map 3 — Zoomed in Ariel View of the Facility
This map has 5 descriptive tabs that describe what can be seen from above.
1- Manhole Tab with a black dot to show location
2- Influent Tab with directional arrow and line to show how it enters the facility
3- Ariel Gravity Influent Tab with a directional arrow
4- Sludge Drying Beds Tab with a location arrow
5- Effluent Tab with a line and directional arrow
Map 4 — Facility Flow Diagram
This map is a detail description of the waste water treatment plant flow diagram.
From the top middle of the page it shows the
-Influent -Mechanical Bar Screen -Flow Division
From there it divides into the 2 large circles:
RIGHT circle is the Contact Stabilization .5 MGD Plant with directional arrows:
-Reaeration Zone -Clarifier -Sludge Return -Chlorine Contact
-Effluent -Digester -Waste Sludge -Sludge to Dewatering
LEFT circle is the Contact Stabilization .3 MGD Plant with directional arrows:
-Reaeration Zone -Clarifier -Sludge Return -Chlorine Contact
-Effluent -Digester -Waste Sludge -Sludge to Dewatering
From the Sludge Dewatering Press. there is an arrow showing the Sludge Compost Facility towards the bottom left
corner of the page and there is an arrow continuing from the Sludge Dewatering Press. around the left circle showing
the Sludge Pressate Return.
From the two large circles coming back together in the center there are directional arrows for the Effluent Dechlorine
that goes to the Cane River Outfall showing the Upstream and Downstream.

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