HomeMy WebLinkAboutWQ0002127_Renewal Application_20220825 Non-Discharge Branch Upload/Submittal Form �.
NORTH CAROLINA
EnWrvnmenfol Quoity
Version 2-Revised June 23,2020
Initial Review
Reviewer Thornburg,Nathaniel D
Is this submittal an application?(Excluding additional information.)*
Yes No
Permit Number(IR)* WQ0002127
Applicant/Permittee City of Morganton
Applicant/Permittee Address PO Box 3448 Morganton NC 28680-3448
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Municipal
Facility Name City of Morganton Class A Residuals Program
County Burke
Fee Category Fee Amount $0
Is this a complete application?*
Yes No Complete App Date 08/25/2022
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type(if non-application)
Email Notifications
Does this need review by the hydrogeologist?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO
Comments for Reviewer
Comments for Applicant
Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal,confirmation of receipt,and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Eli Self
Email Address* Phone Number*
eself@morgantonNC.gov 8284385375
Project Information
Application/Document Type* New(Fee Required) Modification-Minor
Modification-Major(Fee Required) Renewal
Renewal with Major Modification(Fee GW-59, NDMR,NDMLR, NDAR-1,
Required) NDAR-2
Annual Report Residual Annual Report
Additional Information Change of Ownership
Other
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High-Rate Infiltration
Other Wastewater Reclaimed Water
Closed-Loop Recycle Residuals
Single-Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0002127
Has Current Existing permit number
Applicant/Permittee* City of Morganton
Applicant/Permittee Address* PO Box 3448 Morganton NC 28680-3448
Facility Name* City of Morganton Class A Residuals Program
Please provide comments/notes on your current submittal below.
At this time,paper copies are no longer required.If you have any questions about what is required,please contact Nathaniel Thornburg
at nathaniel.thornburg@ncdenr.gov.
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form,Engineering Plans,Specifications,Calculations,Etc.)
Completed Compost Permit Renewal 2022.pdf 8.01MB
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
. f{
Submission Date 8/25/2022
�, City of Morganton
u c , z Catawba River Pollution Control Facility
PO Box 3448
,c". 1000 Vine Arden Rd
c g`). Morganton, NC 28655
August 11, 2022
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Permitting Section
Non-Discharge Permitting Unit
Subject: Renewal Application for NPDES Permit Number WQ0002127
To whom it may concern,
Enclosed is the City of Morganton's Catawba River Pollution Control Facility Non-
Discharge permit renewal application for Permit Number WQ0002127.
Included in this package:
• DCAR Instructions with Page References,
• DCAR 06-16,
• Narrative,
• Process Flow Diagram,
• Tracking Log from 2021,
• Distribution Information Handout,
• O&M,
• Spill Prevention Plan,
• RSC Instructions with Page References
• RSC-06-16
• Vicinity Map,
• Quantitative Justification,
• 5 Year PAN Calculation
• Laboratory Analytical Reports
Feel free to contact me if you need any additional information at 828-438-5375 or email at
eself@morgantonNC.gov.
Sincerely,Q
c ce Se,4-
Eli Self
Superintendent and ORC
Catawba River Pollution Control Facility
City of Morganton
00 Compost Permit Cover Letter 2022 1
State of North Carolina
I) 1 1 I
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 A,,on-Discharge Pci milli ftg I nit l[vbsitc
General—This application is for treatment,storage,transport,distribution,land application,and/or marketing of Class A(or Equivalent)
residuals under 0.5.ANt2AL 021 .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.
Ei The project name should be consistent on the plans,specifications,etc.
0 The Applicant's Certification on Page 3 ofthis form shall be signed in accordance with JA NCAC 021'.0106(11). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15 A
NCAC'_02T.0)0611:u.
0 If this project is for a modification of an existing permit,submit one copy of the existing permit.
0 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.
ri A B. Application Fee(New and Major Modification Application Packages)
DI Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality(NCDEQ).
Facility Classification New Permit Major Modification '
„
Major(residuals permitted for distribution >.3,000 dry tons/year) $1,310 $395
'-Minor(residuals permitted for distribution<3,000 dry tons/year) - $810 $245
— . .. .
-A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter(All Application Packages)
ID 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
2
01 DCAR Instructions
D. Program Information(All Application Packages)
(25 it7, 0 Provide a narrative explaining the following:
*6 0 How the materials will be handled and transported from where the residuals were produced to where it will be treated.
fl How the residuals will be processed/treated(attach process flow diagram).
.5 0 How leachate collection will he handled.
0 Where the residuals will be stored until processed.
0 How the final product will be distributed(packaging,bulk, etc.)
0 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.
0 1_3 0 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
Roy 11 0
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
0 Name and address of the person who prepared the residual that is sold or given away.
0 A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
0 A statement that the residuals shall not be applied to any site that is flooded,frozen or snow-covered.
0 A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters,
0 Information on all applicable setbacks in accordance with I 5A MAC 02'i 1108(N.
0 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)
0 Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per
NC AC 02T .1 I 04(ay. 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.
fl 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 021 .1 108(al on the plans.
0 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 02 .1 104(a)(21113j,including leakage and pressure testing as appropriate.
0 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 REL,EASEI)FOR CONSTRUCTION.
N E. Engineering Calculations(Application Involving New or Changes to Treatment or Storage Units)
Submit all design calculations that have been signed, scaled, and dated by a NC Professional Engineer per 15A NCAC 02]
.1 J 04(a).
G. Environmental Assessments(May be Required—See 15A N('AC IC 0309)
1\),,
0 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
3
01 DCAR Instructions
1.1. Operation and Maintenance Plan(New and Renewal Application Packages)
0 For Modification Application, if there are any changes to the existing plan,submit an updated O&M plan.
s
ubtnit the O&M Planin accordance with 15 A NCAC 02'1 .1 1 10 and include at a minimum:
p 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.
11 0 Maintenance schedules; may include equipments calibration,maintenance of signs,etc.
0 Safety measures;may include safety training program,manuals,signs,etc.
ED Spill response plan; including control,containment,remediation,emergency contact information,etc.
O Inspection plan including the following information;
0 Names and titles of personnel responsible for conducting the inspections.
0 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.
11 0 Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
0 Sampling and monitoring plan including the following information;
0 Names and titles of personnel responsible for conducting the sampling and monitoring.
0 Detailed description of monitoring procedures including parameters to be monitored.
Poi a 2 Ej 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
Bv U.S. Postal Service: Bv Courier/Snecial Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY STREET
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: (919)807-6464 FAX NUMBER: (919)807-6496
INSTRUCTIONS FOR FORM:DCAR 06-16
Page 3 of 3
4
01 DCAR Instructions
State of North Carolina
�1 �/ % JJJ� Department of Environmental Quality
,,,,, f; �// w Division of Water Resources
Divisionof Water Resources 15A NCAC 02T.1100—DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: City of Morganton
Applicant type: ❑Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑ Federal ❑ State ®Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Eli Self Title: ORC- Superintendent
Applicant's mailing address: PO Box 3448
City: Morganton State:NC Zip: 28680
Telephone number: (828)438-5375 Email Address: eself@ morgantonNC.gov
2. Consultant's name: License Number(for P.E.):
Affiliation: ❑ On Staff ❑Retained(Firm: )
Consultant's mailing address:
City: State: Zip: -
Telephone number: ( )= Email Address:
3. Fee submitted: (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: WQ0002127
Date of most-recently issued permit: March 1st 2018
Date of most-recently certified Attachment A(if different than the permit): May 18t''2021
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Catawba River Pollution Control Facility
City: Morganton State:NC Zip: 28655
Coordinates: Latitude: N35°46'35.665" Longitude: W 81°39'49.258"
Datum:https://www.gps-coordinates.net Level of accuracy:
Method of measurement:
County where facility is located: Burke
2. Facility contact(person familiar with residuals preparation):
Name: Eli Self Title: ORC- Superintendent
Mailing address:PO Box 3448
City: Morganton State:NC Zip: 28680
Telephone number: (828)438-5375 E-mail address: eself@ morgantonNC.gov
FORM: DCAR 06-16 Page 1 of 3
02 DCAR-06-16 5
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: 90 days(Note:the Division requires minimum 30 days storage in units that are separate
from treatment system,i.e.not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ®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
per 1.0 dry ton of residuals(dry ton)
Wood Chips 1.0
3. Approximate amounts of the residuals received and processed at the facility: 1705 dry tons per year.
4. Approximate amounts of the final product(processed residuals)to be distributed: 771 dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Residuals generated from onsite WWTP are offloaded each day and stored no
less than 12 hours before being mixed with woodchips. Mixed residuals are placed onto compost beds less than 2 hours from
mixing. Compost beds are stored from 60-90 days before being screened with trommel screen. After screening, final product
is onsite between 1 to 30 days depending on sample testing results during quarterly sampling before distribution.
6. Does the facility have a stormwater management plan? ® Yes; ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater ninoff will be handled: All residuals are
under covered sheds. All stormwater ninoff is contained and pumped from a stormwater pumping station located at compost
area into onsite WWTP process to be treated.
V. RESIDUALS SOURCE INFORMATION: (Required for all new,renewed,or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3
02 DCAR-06-16 6
Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
I, , attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals,inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime,has not abandoned a wastewater facility without proper
closure,does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
®Yes ❑ No,Explain;
I, Eli Self ORC - Superintendent
(Signature Authority's Name—PLEASE PRINT) (Title)
attest that this application for Catawba River Pollution Control Facility
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes§143-215.6A and§143-215.6B,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: 4. " " vse% Date: 8/11/2022
FORM: DCAR 06-16 Page 3 of 3
02 DCAR-06-16 7
City of Morganton, NC
Catawba River Pollution Control Facility
Permit No.WQ0002127 Renewal 2022
Narrative:
• All Residuals are handled and transported onsite at Wastewater Treatment Plant (WWTP).
Residual source is generated onsite from WWTP's dewatering centrifuges which discharges into
a dump truck which is unloaded at residual compost mix shed nearby.
• Source residuals (1 part) are mixed with woodchips (1 part) and returned residuals of larger size
from screened trammel machine (1 part) (3 parts = 1 Ratio). Once thoroughly mixed with front-
end loader, mixed residuals are stacked into compost beds under covered shed. Compost beds
consist of a timed electrical blower forcing air through piping under each bed.Temperature
readings are performed each day to meet vector attraction reduction for at least 14 days.
Residuals remains stored in these beds until ready for bed to be broken down and screened
once more storage is needed.
• Majority of all residuals is stored and managed under covered sheds. Any and all leachate is
contained in compost area by curbing and concrete walls which drains into a compost
stormwater pump station located in area.This liquid then is pumped into WWTP process and
treated.
• Fine product from trammel screen is used for bulk distribution and larger particles are mixed
into source residuals as mentioned above.
• The fine product is tested once per quarter each year for Fecal Coliform, metals and nutrients. A
second testing of Fecal Coliform is conducted roughly two weeks from prior quarter test. Plant
Available Nitrogen (PAN) and Sodium Absorption Rate (SAR) are also calculated from test
results. Fine product is stored in separate pile for bulk distribution. General public customers are
loaded at facility; we do not haul or transport any residuals.
03 Narrative 8
City of Morganton, NC
Catawba River Pollution Control Facility
Permit No.WQ0002127 Renewal 2022
Process Flow Diagram
Primary Sludge Holding Secondary
Sludge Tanks Sludge
Centrifuge
(Source)
Wood Chips MI Mix Shed Return Chips
(bulking agent) (bulking agent)
Compost Bed Trommel
Shed Screen
..........................................................................................................
Fine Product
Shed
(Distributed)
04 Process Flow Diagram 9
Compost Distribution Tracking Log
2021
First Quarter - Compost Customers
Bed #s 16-6
Total volume: 193.2 Dry Tons
Sample Collection Date: 1/7/21 & 1/21/21
Compost Release Date: 1/29/2021
Invoice Number Date Name Address Cubic Yards Dry Tons
Free 1/29/21 Daddy Petes Stoney Point NC 28.0 5.5
Free 2/1/21 Mtn Top LS Burnsville NC 104.0 20.4
Free 2/2/21 Daddy Petes Stoney Point NC 66.0 13.0
Free 2/3/21 Mtn Top LS Burnsville NC 244.0 48.0
Free 3/2/21 Bill Rap Morganton NC 2.0 0.4
Free 3/3/21 Nick Edwards Morganton NC 3.0 0.6
Free 3/3/21 Mtn Top LS Burnsville NC 36.0 7.1
Free 3/4/21 Nick Edwards Morganton NC 3.0 0.6
Free 3/9/21 WW Hauling Morganton NC 108.0 21.2
Free 3/12/21 Brice McGlamery Morganton NC 3.0 0.6
Free 3/12/21 Glenn Groosman Nebo NC 1.0 0.2
Free 3/12/21 Joe Koolani Morganton NC 2.0 0.4
Free 3/16/21 Chuck Pelton Morganton NC 2.0 0.4
Free 3/17/21 George Xiong Morganton NC 2.0 0.4
Free 3/22/21 Rachelle Moore Lenoir NC 2.0 0.4
Free 3/22/21 Clayton Gragg Morganton NC 7.0 1.4
Free 3/22/21 Chapmans Morganton NC 52.0 10.2
Free 3/24/21 MSV Transport Spindale NC 81.0 15.9
Free 3/29/21 Xa Some Morganton NC 2.0 0.4
Free 3/29/21 Sam Corpening Morganton NC 3.0 0.6
Free 3/30/21 Jennifer Ball Morganton NC 3.0 0.6
Free 3/30/21 MSV Transport Spindale NC 83.0 16.3
Free 4/5/21 Clayton Gragg Morganton NC 3.0 0.6
Free 4/7/21 Patton High School Morganton NC 3.0 0.6
Free 4/7/21 MSV Transport Spindale NC 56.0 11.0
Free 4/9/21 Daddy Petes Stoney Point NC 55.0 10.8
Free 4/9/21 John Knutson Morganton NC 2.0 0.4
Free 4/9/21 Chuck Hildebran Connelly Springs NC 27.0 5.3
0.0
Total 983.0 193.2
05 Compost Tracking Log 10
Compost Distribution Tracking Log
2021
Second Quarter - Compost Customers
Bed #s 5-1 & 16-12
Total volume: 154.7 Dry Tons
Sample Collection Date: 4-14/21 &4/29/21
Compost Release Date: 5/6/21
Invoice Number Date Name Address Cubic Yards Dry Tons
Free 5/10/21 MVS Spindale, NC 140.0 27.5
Free 5/11/21 Vong Yang Morganton, NC 3.0 0.6
Free 5/14/21 Ed Orstrowski Morganton, NC 8.0 1.6
Free 5/14/21 Rachelle Moore Lenoir,NC 2.0 0.4
Free 5/14/21 David Marin Morganton, NC 3.0 0.6
Free 5/17/21 Rachelle Moore Lenoir,NC 2.0 0.4
Free 5/17/21 Joel Wenzel Morganton, NC 1.0 0.2
Free 5/18/21 Andrew Sommerville Morganton, NC 3.0 0.6
Free 5/18/21 MVS Spindale, NC 56.0 11.0
Free 5/18/21 Bill Rapp Morganton, NC 5.0 1.0
Free 5/19/21 Vong Yang Morganton, NC 4.0 0.8
Free 5/20/21 W&W Enterprises Morganton, NC 45.0 8.8
Free 5/21/21 Joel Wenzel Morganton, NC 1.0 0.2
Free 5/21/21 Robert Simonsen Morganton, NC 7.0 1.4
Free 5/21/21 Rachelle Moore Lenoir,NC 2.0 0.4
Free 5/24/21 MVS Spindale, NC 28.0 5.5
Free 5/25/21 Stephen Shannon Morganton, NC 8.0 1.6
Free 5/26/21 Daddy Petes Stoney Point, NC 159.0 31.3
Free 5/27/21 Rachelle Moore Lenoir,NC 2.0 0.4
Free 5/28/21 Daddy Petes Stoney Point, NC 96.0 18.9
Free 5/28/21 Ron Ryder Morganton, NC 4.0 0.8
Free 6/1/21 Daddy Petes Stoney Point, NC 100.0 19.7
Free 6/2/21 Joe Keloolani Morganton, NC 2.0 0.4
Free 6/3/21 David Warren Morganton, NC 8.0 1.6
Free 6/9/21 Chuck Pelton Morganton, NC 4.0 0.8
Free 6/10/21 David Warren Morganton, NC 6.0 1.2
Free 6/15/21 MVS Spindale, NC 88.0 17.3
0.0
0.0
Total 787.0 154.7
05 Compost Tracking Log 11
Compost Distribution Tracking Log
2021
Third Quarter - Compost Customers
Bed #s 11-3
Total volume: 181.8 Dry Tons
Sample Collection Date: 7/12/21 & 7/26/21
Compost Release Date: 8/10/21
Invoice Number Date Name Address Cubic Yards Dry Tons
Free 8/12/21 Daddy Petes Stoney Point, NC 464.0 91.2
Free 8/19/21 Chuck Bollinger Hickory,NC 4.0 0.8
Free 8/26/21 Daddy Petes Stoney Point, NC 108.0 21.2
Free 8/27/21 Robert Simons Morganton,NC 12.0 2.4
Free 8/31/21 Ronnie Maynard Morganton,NC 3.0 0.6
Free 9/3/21 Daddy Petes Stoney Point, NC 132 25.9
Free 9/15/21 Ronnie Maynard Morganton,NC 3.0 0.6
Free 9/15/21 Danny Rojas Morganton,NC 4 0.8
Free 9/16/21 Daddy Petes Stoney Point, NC 192 37.7
Free 9/30/21 Ronnie Maynard Morganton,NC 3 0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total 925.0 181.8
05 Compost Tracking Log 12
Compost Distribution Tracking Log
2021
Fourth Quarter - Compost Customers
Bed #s 2-1 & 16-8
Total volume: 184.6 Dry Tons
Sample Collection Date: 10/4/21 & 10/14/21
Compost Release Date: 10/26/21
Invoice Number Date Name Address Cubic Yards Dry Tons
Free 10/27/21 Daddy Petes Stoney Point, NC 354.0 69.6
Free 11/2/21 Larry Merrell Morganton, NC 10.0 2.0
Free 11/3/21 Daddy Petes Stoney Point, NC 206.0 40.5
Free 11/5/21 Franklin Johnson Morganton, NC 2.0 0.4
Free 11/6/21 Josh Terrell Marion,NC 8.0 1.6
Free 11/22/21 John Richards Lenoir, NC 14 2.8
Free 11/23/21 Micheal Lancaster Morganton, NC 2.0 0.4
Free 11/29/21 Dave Grady Morganton, NC 4 0.8
Free 11/29/21 Mtn Top LS Burnsville, NC 20 3.9
Free 12/2/21 Daddy Petes Stoney Point, NC 88 17.3
Free 12/6/21 David Cardwell Morganton, NC 24 4.7
Free 12/9/21 Dave Grady Morganton, NC 4.0 0.8
Free 12/10/21 Jamie Carswell Morganton, NC 32 6.3
Free 12/15/21 Mtn Top LS Burnsville, NC 166.0 32.6
Free 12/22/21 Shane Roper Morganton, NC 5 1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
I Total 939.0 184.6
05 Compost Tracking Log 13
Catawba River Pollution Control Facility Compost
1000 Vine Arden Rd,Morganton NC 28655/828-438-5376
Compost Operators:John Richards&Shane Roper
COMPOST INFORMATION
The State of North Carolina requires the following terms and conditions to be met when land applying compost
residuals.
BULK CUSTOMER (1.102 short tons or one metric ton) = more than 1.5 cubic yards
SETBACKS
When land applying bulk Class A residual compost to any land application site, the following setbacks shall be
maintained (Distances in feet)
1. Any private or public water supply source 100
2. Surface waters 25
3. Surface water diversions 0
4. Groundwater lowering ditches 0
5. Any well (except monitoring wells) 100
6. Bedrock outcrops 0
If the bulk residuals are to be applied, it may be staged at the application site for up to 30 days.
OTHER INFORMATION
When land applying bulk Class A residual compost to any land application site, the following requirements need
to be met.
Application of the bulk residuals:
1. Will stop if residuals are likely to adversely affects a threatened or endangered species listed under
section 4 of the Endangered Species;
2. Will stop if it causes prolonged nuisance conditions;
3. Shall not occur when the land is flooded, frozen or snow-covered or is otherwise in a condition such that
runoff of the residuals would occur;
4. Shall not 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;
5. Shall not occur during a measurable precipitation event (i.e., >.01" per hour) or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
6. Shall not occur if the vertical separation of the depth to seasonal high water table and the depth of
residuals application is less than one foot;
7. Shall not occur if the vertical separation of the depth to bedrock and the depth of residuals application is
less than one foot;
8. Shall not occur if the land fails to assimilate the bulk residuals or the application causes the
contravention of surface water or groundwater standards;
9. Shall not occur if the land does not have an established vegetative cover, unless residuals are
incorporated or injected within a 24-hour period following a land application event. Any field that is in a
USDA, state or county no-till program shall be exempted from meeting this requirement.
10. Shall not be used on a slope greater than 10%for surface applied liquid residuals, or greater than 18%
for incorporated/injected liquid
11. Shall not exceed the agronomic rate. More information, please visit
https://content.ces.ncsu.edu/extension-gardener-handbook/1-soils-and-plant-nutrients
For Residual Distributions Less Than Bulk Quantity (Pickup Loads)
1. Residual land application is prohibited except in accordance with the instructions on this information
sheet.
2. This material shall be prevented from entering any public or private water supply source
(including wells) and any surface water(e.g. stream, lake, river,wetland, etc.)
3. Residuals shall be applied at agronomic rates.
06 ComMisO NtGAandout Revised End of Document 14
Compost Operations and Maintenance
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1. Regulatory Compliance
The purpose of this document is to meet the Operation and Maintenance requirement detailed in the
City's Compost Permit WQ0002127, Permit Condition 2.1, and in compliance with the requirements of
15 NCAC 02T.1110.
2. Introduction
The City of Morganton is the county seat for Burke County and lies near the center of the county.The
Catawba River Pollution Control Facility receives wastewater from the City of Morganton and from the
surrounding areas.The treated wastewater is discharged into the Catawba River while the remaining
solids are removed onsite for composting.The Plant's Composting Facility manages all residual solids
produced by the treatment process. Facility does not transport or land apply residuals.
Table of Contents
Page 2: Operations
• Mixing
• Construction of Compost Beds
• Temperature Monitoring
• Breakdown &Screening Beds
• Customer Loading
Page 4: Sampling
• Residuals
• Fecal Coliform
• Sample Collection
• Sample Results
Page 5: Record Keeping, Inspections
Page 6: Required Equipment, Equipment Maintenance
• Wheel Loader
• Trommel Screen
• Aeration Blowers
• Polyurethane Pipe
Page 7: Safety
Revision June 2022
07 Compost Operations and Maintenance 15
Operations
Each compost operator must be properly trained how to safely operate a wheel loader prior to compost
operations.
1.0 Mixing
Proper mixing is the up most importance of the composting operation. Proper mixing ensures that the
compost bed generates adequate temperatures to meet requirements and for proper aeration is
accomplished throughout residual pile.The optimum mixture is a 3:1 ratio.
A. Wheel Loader designated to raw residuals mixes with a 4 yard bucket attachment
a. Use one bucket of wood chips
b. Use one bucket of raw sludge
c. Use one bucket of return chips
B. Using loader lift and scoop each material into each other forming a large pile. Continue lifting
and scooping pile several times over until pile is completely mixed.
C. During mixing process, operator is responsible with calculating yards by counting bucket loads
for each mix. Please utilize a note pad or other forms of documenting bucket loads.
D. Log calculated yards in log book and log worksheet
2.0 Construction of Active Compost Beds
These steps will be followed to ensure that the Compost Bed is constructed properly:
A. Construct a base of clean wood chips where perforated pipe will rest
B. Lay out a roll of six (6) inch diameter perforated polyethylene pipe and connect pipe to the
Compost Aeration Blowers. Ensure blower is operational and timers are operating correctly.
C. Stack mixed material over pipe using wheel loader.
D. After stacking mixed material, stack around 12 inches of return chips onto top of bed.
E. Once enough mixed material has covered all three-blower pipes, place aeration blower into
auto.
F. Bed is now active, number the Compost bed and begin temperature monitoring.
G. Log operations in logbook and begin Extended Aeration Compost Bed Data Sheet.
3.0 Temperature Monitoring
The Compost Operator shall obtain temperature readings daily from the active piles with a handheld
temperature probe for at least 14 days. During weekends, plant operators shall record temperature
readings.
A. Referencing Extended Aeration Compost Bed Data Sheet, insert temperature probe to depth of
36 inches into three (3) separate locations and one (1) depth of 18 inches.
B. Record information to data sheet.
Temperature requirements are as follows:
Page 12
07 Compost Operations and Maintenance 16
• Temperatures shall be 55 degrees Celsius (131 F) or higher for three (3) consecutive days to
meet the pathogen reduction.
• Temperatures shall be maintained higher than 40 Celsius (104 F)for 14 consecutive days, with
an average temperature higher than 45 Celsius (113 F) to meet the vector attraction reduction.
Once meeting temperature requirements, place the aeration blower into "on" position to further dry
the compost bed.
4.0 Breakdown of Compost Beds and Screening
An Operator will use a Wheel Loader to break down the bed for screening. Operators should prevent
cross-contamination of the bed teardown by using the wheel loader designated for screening purposes
only and raw residuals mixing loader staying clear of screening process.
Once compost bed has met temperature requirements and has cured at least an additional 30 days, bed
can be broken down.
1. Operators will utilize the Trommel Screen
2. Begin loading one bucket at a time of compost in to screen. Do not over load screen.
3. Monitor conveyors as product is distributed to determine if product is too wet and sticking to
belts
If compost bed is not sufficiently dry and no precipitation is in the weather forecast, the operator may
spread out compost pile onto free pavement area to help solids dry over the next few days. Optimal
solids of compost is 55%or higher. Experienced operators often identify the dryness of material while
breaking down beds.
5.0 Customer Loading of Final Product(Facility does not transport or land apply residuals.)
Compost Operator's shall follow the safety steps below for safe loading to customers.
1. The Operator and Customer will first exchange compost information and loading procedures in
advance. All parties must be in agreement before loading procedures begin.
2. Any parties not involved in the loading procedures should be cleared from the area
3. Ensure there are no overhead objects present in loading area
4. Operator should confirm truck or trailer is located on level ground before loading
5. The Operator should load the compost evenly to ensure the vehicle or trailer does not become
unstable and can adequately haul compost material.
6. The Operator should confirm that the vehicle or trailer has their brakes properly applied and
wheels chocked, if necessary.
7. Operator should visually inspect the Customer's vehicle or trailer to ensure it can adequately
haul the composted material
8. The Customer will be required to secure the load prior to departure with an appropriate cover.
Tailgates and Sideboards must be closed when possible and any over-hang should be avoided.
While loading customers, operator must keep count of bucket yards loaded and log information to data
sheet.
Page 13
07 Compost Operations and Maintenance 17
Sampling
Distribution of any compost residuals that failed to meet requirements is in violation of our compost
permit.
1.0 Residuals
Once every 3 months (quarterly a year) compost residuals is sent to an outside lab for testing of a
variety of metals to ensure required parameters are met before releasing compost to customers.
• Metals include-Arsenic, Cadmium, Mercury, Aluminum, Copper, Molybdenum, Nickel, Lead,
Selenium and Zinc.
To obtain required Sodium Absorption Ratio (SAR) results, each quarter,testing results of: %Solids,
Sodium, Calcium and Magnesium are calculated to meet<10.0 SAR Ratio.
To obtain required Plant Available Nitrogen (PAN) perameter requirements, each quarter testing of Total
Kjeldahl Nitrogen (TKN),Ammonia Nitrogen (NH3-N) and Nitrate - Nitrite (NO3 - NO2 - N) are conducted
and calculated.
A Toxicity Characteristic Leaching Procedure (TCLP)Analysis is conducted once every permit cycle.
A non-hazardous waste characterization is conducted once every permit cycle
2.0 Fecal Coliform
Fecal Coliforms can survive in anaerobic and aerobic conditions and it is common in all initial compost
piles. Fecal Coliforms is used as an indicator organism to determine if the chosen method of pathogen
reduction (heat for compost) has met the requirements of sufficient temperature,time, and mixing.
Sample testing is delivered each quarter to Statesville Analytical (122 Court St, Statesville NC 28687).
Three (3)tests are conducted upon first residuals test.After 2 weeks, another two (2)tests for Fecal
Coliform is conducted on a separate screened pile. Results of all samples must meet the requirement of
<1000 Fecal Coliform as Most Probable Number (MPN) before distribution.
3.0 Sample Collection
For proper sampling collection, procedures below shall be followed.
• Sample scoops disinfected using autoclaved by plant lab techs prior to sampling
• Sufficient compost pile screened for sampling
• Compost pile is cut in middle with screen loader
• Scoop out three (3) different spots with sample scoop and place into a gallon size plastic bag
• Shake plastic bag to mix and fill outside lab bottles with compost residuals, place in cooler on
ice.
• Fill out chain custody for desired testing
• Deliver samples to outside lab
Page 14
07 Compost Operations and Maintenance 18
4.0 Sample Results
Fecal Coliform sample results should be emailed after 2 days from outside lab. Contact of outside lab
can be made if not informed of sample results after 2 days.
• If all sample results are <1000/mpn, sampled compost shall be moved from screen to covered
shed to await distribution.
• If one result is >1000/mpn with remaining samples<100/mpn, sampled pile can be retested
with three (3) samples.
• If two or more of samples are >1000/mpn,the sampled pile must not be distributed. Sampled
pile will be reincorporated as raw residuals to beginning of mixing process.
Metals and nutrient results take longer to conduct by outside lab. Within 30 days, outside lab should
send sample results. Outside lab can be contacted if results have not been received after 30 days.
• If any metal results are greater than Monthly Concentration Limit and no suspected issues
occurred, a resample may be conducted. If failure occurs after resample, sampled pile shall not
be distributed but be set aside for disposal to a landfill.
• If SAR result calculation is greater than 10.0, refer to compost permit page 4 (section II.-10) for
instructions.
Record Keeping
Compost Operators are required to maintain consistent, accurate records logs.These records include:
1. Monthly Reporting Sheets
2. Maintain Quantities of Materials including volumes and weights
3. Process Performance Monitoring
4. Records for Regulatory Review
5. Maintaining records for future planning and budgeting
Inspections
1.0 Compost Pad
1. Compost operators shall try to keep their area free and clear of compost materials.
2. Normal operations shall include a cleanup period after moving material.
3. The use of the brush attachment for loader shall be use routinely to sweep pad.
2.0 Storm Drains
A Storm Water Pump Station was installed in 2013.This station collects all water from entire compost
area into a wetwell.The wetwell is pumped into the wastewater treatment process.
1. The storm water catch basins on the compost pad should remain covered with storm drain
filter sock to keep larger solids from entering wetwell.
2. The catch basins shall routinely be cleaned of any sludge build-up.
3. Once a year, the wetwell to be sucked out with vacuum truck and pumps cleaned.
Page 15
07 Compost Operations and Maintenance 19
Required Equipment
The Compost Operators will utilize the following equipment in the day to day operation of the
composting operations:
1. Wheel Loaders—The Plant has two (2)Wheel Loaders that have four(4) cubic yard buckets. One
Loader is used primary for mixing and the other Loader is used for Screening and Customer
Loading.
2. Trommel Screen—Used to screen the mixture of materials with different size distributions into
two or more fractions
3. Aeration Blowers—16 blowers (one for each bed) is used to force air into compost beds to
allow for proper oxygen for microorganisms and to help dry material.
4. Polyurethane pipe—both solid and slotted pipe are attached to aeration blowers to move air
into compost beds.
Equipment Maintenance
Operators shall follow the manufacturer's maintenance recommendations when performing service or
repair of the composting equipment.
1.0 Wheel Loaders
Loaders should be greased, oil levels checked, and tire pressure monitored every week. Safe operation
and proper maintenance ensures the Loaders continued use and the safety of those who operate the
equipment.
2.0 Trommel Screen
Daily
1. Inspect Air Filter—reduces engine output and could reduce engine life.
2. Inspect Air Intake Filter
3. Inspect Oil Level
4. Inspect that the Screen Mesh is secure
Weekly
1. Grease bearings
2. Check hoses for any damages or leaks
3. Check Tire Pressures
Quarterly
1. Change Hydraulic Oil Filter
2. Inspect Conveyor Belts, Roller and Drum Wheels for damage
3. Inspect Roller Brush for wear
4. Inspect Roller Mesh for wear or damage
5. Inspect Battery Connections and Fluid Levels
6. Inspect Engine Coolant
Page 16
07 Compost Operations and Maintenance 20
3.0 Stormwater Catch Basin
Cleaning out wet well once a year and inspecting pumps for any mechanical damage. Replacing
any failed parts and insuring system remains operable.
Safety
The Operator should follow all recommend safety procedures and utilize proper personal protective
equipment when performing work and maintenance functions. Safety should always be the first priority
in any situation.
1. The Operators should routinely inspect equipment and perform any necessary
housekeeping (window cleaning ext.)
2. Loaders back up alarm shall be functioning.
3. Plant staff always be aware of loaders movements when around compost area.
4. Plant staff driving through compost should always check for loader position and be sure
loader operator has seen and is aware of the vehicle in the area.
Page 17
07 Compost Operations and Maintenance 21
Catawba River Pollution Control Facility Morganton, NC
Compost Facility(828)-438-5376
Morganton Public Safety& Fire—(911) or(828)-438-5290
COMPOST OPERATIONS SPILL PREVENTION PLAN
The City of Morganton operates a compost facility at the Wastewater Treatment Plant. All
stormwater drains in the compost area have been converted and/or new drains installed to
catch all stormwater and direct it into a pump station.This stormwater pump station is piped
back into the wastewater treatment process.
Responsible Parties
Director of Water Resources
Brad Boris (828) 438-5285
The director will be responsible for insuring the plan is followed.
Treatment Plant Superintendent
Eli Self(828) 438-5375
The treatment plant superintendent will be responsible for operation and
maintenance of the compost spill prevention plan.
Compost, Operators and Maintenance Staff
Compost Staff-John Richards & Shane Roper (828) 438-5376
Operations, maintenance and compost staff will be responsible to operate and
see that the storm water system is maintained properly. Operations and
compost personnel will be designated as the responsible parties to monitor and
insure the waters of the state are not contaminated.
Stormwater Care and Maintenance Schedules
The compost storm water drain system is inspected and monitored on weekly basis. The
storm catch basins are inspected after each significant rainfall. Maintenance activities
are to be performed and recorded as part of the prevention maintenance plan.The City
of Morganton Wastewater Plant has a hydraulic sweeper that attaches on the front-end
wheel loader. This device help keeps compost area clean for any debris.
Compost Operations Spill Prevention Plan
Compost operations require the constant movement of material across the compost
area. Compost operators shall try to keep their area free and clear of compost materials.
Normal operations shall include a cleanup period after moving material. The stormwater
catch basins on the compost pad are covered with storm drain filter socks catch larger
particles before entering pump station.
08 Compost Spill Prevention Plan 22
State of North Carolina
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 \on-1 fischcne
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application,distribution,or disposal in accordance with LA NC AC 02 Li 10(2. Do not submit this certification for review without
a corresponding application form(FORM: RLAI' 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):
()) El 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.
0 For new or renewed permits,submit a separate certification for each source facility.
0 For modified permits,submit a separate certification for only those facilities that are affected by the proposed modification.
0 Complete the residuals source facility summary page. List all new,renewed,or modified facilities.
B. Residuals Source-Generating Facility Information:
0 For each source facility,attach the following:
ID Vicinity map-A vicinity map that shows the location of the facility and meets all of the criteria in the-NIgp Gijidancefor
itesiduais Land Apdication Perm tts".
111 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.
f . -2 -7 0 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:
t 0 Laboratory analytical reports and operational data-reports for all laboratory analyses used to complete this certification.
ocumentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
— E
attraction reduction requirements.
0 For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page I of 1
23
09 RSC Instructions
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IIIIIIIIIII'��� �� � ff
f fj f Department of Environmental Quality� � � �� � � Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE-GENERATING FACILITY INFORMATION(See Instruction B.):
1. Facility Name: Catawba River Pollution Control Facility
2. Facility permit holder is: ❑ Federal, 0 State, E Local Government,or ❑ Private.
Facility permit issued by: E Div. of Water Resources, 0 Div. of Environmental Health,
or ❑ Other(explain: ).
3. Facility contact person and title: Eli Self - Superintendent&ORC
Complete mailing address: PO Box 3448
City: Morganton NC State:NC Zip: 28680-3448
Telephone number: (828)438-5375 E-mail address: eself@afmorgantonNC.gov
4. Facility physical address: 1000 Vine Arden Rd
City: Morganton State:NC Zip: 28655
Coordinates: Latitude: N35°46'35.665" Longitude: W 81°39'49.258"
Datum:https://www.gps-coordinates.net Level of accuracy:
Method of measurement:
5. Purpose of the facility:
E treatment of municipal wastewater, Q treatment of 100%domestic wastewater,
0 treatment of potable water, ❑ treatment of 100%industrial wastewater,
0 treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: %industrial and %domestic)
other(explain: ).
6. Does the facility have an approved pretreatment program: E Yes Q No
7. Facility permitted/design flow: 8.0 MGD and facility average daily flow: 5.0 MGD
8. Average amount of residuals being generated at this facility 1,275 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Compost Class A—1,275 Dry Tons/year
Type and volume of residuals storage(i.e.,outside of residuals treatment units): 319 Dry Tons—90 days estimate
II. RESIDUALS QUALITY INFORMATION(See Instruction C.):
1. Specify if residuals are regulated under:
E 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:
E Biological ❑ Non-Biological
FORM: RSC 06-16 Page 1 of 5
10 RSC-06-16 25
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons,activated sludge systems,extended aeration systems,and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100%non-municipal,domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes E 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: O yes E 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 Inc. and Date of analysis: June 29t1 2018
Passed corrosivity test: E yes O no. pH: s.u. (2<pH< 12.5)
Passed ignitability test: E yes O no. Flashpoint: °F(> 140°F)
Passed reactivity test: E yes Ono.HCN: mg/kg(<250)&H2S: mg/kg(<500)
TCLP Parameter Limit Result TCLP Parameter Limit Result
(mg/1) (mg/1) (mg/1) (mg/1)
Arsenic 5.0 <0.5 Hexachlorobenzene 0.13 <0.04
Barium 100.0 <5.0 Hexachloro-1,3-Butadiene 0.5 <0.016
Benzene 0.5 <0.05 Hexachloroethane 3.0 <0.08
Cadmium 1.0 <0.1 Lead 5.0 <0.5
Carbon Tetrachloride 0.5 <0.05 Lindane 0.4 <0.002
Chlordane 0.03 <0.02 Mercury 0.2 <0.002
Chlorobenzene 100.0 <0.05 Methoxychlor 10.0 <0.002
Chloroform 6.0 <0.05 Methyl Ethyl Ketone 200.0 <0.25
Chromium 5.0 <0.2 Nitrobenzene 2.0 <0.08
m-Cresol 200.0 <4.0 Pentachlorophenol 100.0 <0.2
o-Cresol 200.0 <4.0 Pyridine 5.0 <0.2
p-Cresol 200.0 <4.0 Selenium 1.0 <0.05
Cresol 200.0 <4.0 Silver 5.0 <0.5
2,4-D 10.0 <1 Tetrachloroethylene 0.7 <0.05
1,4-Dichlorobenzene 7.5 <0.08 Toxaphene 0.5 <0.04
1,2-Dichloroethane 0.5 <0.05 Trichloroethylene 0.5 <0.05
1,1-Dichloroethylene 0.7 <0.05 2,4,5-Trichlorophenol 400.0 <0.02
2,4-Dinitrotoluene 0.13 <0.04 2,4,6-Trichlorophenol 2.0 <0.02
Endrin 0.02 <0.002 2,4,5-TP(Silvex) 1.0 <0.05
Heptachlor and its Hydroxide 0.008 <0.002 Vinyl Chloride 0.2 <0.02
FORM: RSC 06-16 Page 2 of 5
10 RSC-06-16 26
4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis)for the following metal parameters:
Laboratory: Statesville Analytical and Date of analysis: 5/3/2002
Parameter Ceiling Monthly Average Result
Concentration Limits Concentration Limits
(ClassA & ClassB) (Class A Only)
(mg/kg) (mg/kg) (mg/kg)
Arsenic 75 41 1.93
Cadmium 85 39 0.112
Copper 4,300 1,500 152.1
Lead 840 300 27.36
Mercury 57 17 0.003
Molybdenum 75 n/a 5.35
Nickel 420 420 15.29
Selenium 100 100 <0.75
Zinc 7,500 2,800 1045.32
b. For Surface Disposal Unit(landfill): Fill in the following table with the results of the latest analyses(i.e.,on a dry weight
basis)for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal Arsenic Chromium Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mg/kg) (mg/kg) (mg/kg)
0 >0 but<25 30 200 210
0 >25 but<50 34 220 240
0 >50 but<75 39 260 270
0 >75 but< 100 46 300 320
0 > 100 but< 125 53 360 390
> 125 62 450 420
Result(mg/kg)
FORM: RSC 06-16 Page 3 of 5
10 RSC-06-16 27
5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 66.2%.
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: Statesville Analytical and Date of analysis: 5/3/2022
Parameter Result
(mg/kg)
Aluminum 22006
Ammonia-Nitrogen 4669.49
Calcium 1012.08
Magnesium 2810
Nitrate-Nitrite Nitrogen 243.958
pH(Standard Unit) 7.59
Phosphorus 347.4
Potassium 2296
Sodium 607.251
Total Kjeldahl Nitrogen 6022.96
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 1.797
[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: 0.1 %. This
rate is a(check one): Z default value,or 0 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(1st)Year PAN Five-Year
Maximum Adjusted PAN
(mg/kg) (mg/kg)
Surface 2713 2774
Injection/Incorporation 5048 5109
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 06-16 Page 4 of 5
10 RSC-06-16 28
7. Pathogen Reduction:Per 15A NCAC 02T.1106,specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
Z A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
0 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):
0 Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] -Time/Temperature Compliance.
Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] -Alkaline Treatment.
Alternative 3 [15A NCAC 02T.1106(b)(3)(C)] -Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] -No Prior Testing for Enteric Virus/Viable Helminth Ova.
Z Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] -Process to Further Reduce Pathogens(PFRP).
Specify one: Z composting, ❑ heat drying, ❑ heat treatment,
0 thermophilic aerobic digestion, ri beta ray irradiation,
gamma ray irradiation, or Z pasteurization.
b. For Land Application of Class B:
0 Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
0 Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens(PSRP).
Specify one: 0 aerobic digestion, ri air drying, 0 anaerobic digestion,
composting,or 0 lime stabilization.
c. For Surface Disposal:
Z Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Z Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
0 Exempt-If Daily Cover Alternative is chosen in Item 11.8.below[15A NCAC 02T.1106(a)(2)].
0 Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction(VAR):Per 15A NCAC 02T.1107,specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T.1107(a)(1)] -38%Volatile Solids Reduction(Aerobic/Anaerobic Digestion).
0 Alternative 2 [15A NCAC 02T.1107(a)(2)] -40-Day Bench Scale Test(Anaerobic Digestion).
0 Alternative 3 [15A NCAC 02T.1107(a)(3)] -30-Day Bench Scale Test(Aerobic Digestion).
0 Alternative 4 [15A NCAC 02T.1107(a)(4)] - Specific Oxygen Uptake Rate Test(Aerobic Digestion).
Z Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes.
0 Alternative 6 [15A NCAC 02T.1107(a)(6)] -Alkaline Stabilization.
0 Alternative 7 [15A NCAC 02T.1107(a)(7)] -Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T.1107(a)(8)] -Drying of Unstabilized Residuals.
0 Alternative 9 [15A NCAC 02T.1107(a)(9)] -Injection.
0 Alternative 10 [15A NCAC 02T.1107(a)(10)] -Incorporation.
0 Alternative for Surface Disposal Units Only - Soil/Other Material Cover[15A NCAC 02T.1107(b)(2)].
0 Not Applicable-Non-Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5
10 RSC-06-16 29
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Catawba River Pollution Control Facility
Permit No.WQ0002127 Renewal 2022
Residual Source Production Rate&Quantitative Justification
Dry tons produced indicated on each annual report's Distribution and Marketing/Surface
Disposal Form (DMSDF) as "Residuals In" during permitted years.
YEAR DRY TONS PRODUCED
2018 1180
2019 1060
2020 1154
2021 1705
Average 1274.75
12 Quantitative Justification 31
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LA
I N VO I C E
Blue Ridge Labs, Inc. Invoice # 201$- 0452
Date: 6/29/2018
P.O. Box 2940
Lenoir. NC 28645
Phone: 8287280149 Fax: 8287280131
Client: City of Morganton Bill To: City of Morganton
P. O. Box 3448 P. O. Box 3448
Morganton, NC 28655 Morganton, NC 28655
PO NUMBER LAB REF.ID TERMS LAB CONTACT PROJECT NAME
386 Net 10 Days Steve Johnson
Sample Name COMPOST TCLP
TARGET NAME QUANTITY UNIT PRICE EXTENDED PRICE
Corrosivity as pH 1 $5.00 $5.00
Ignitability 1 $30.00 $30.00
SW-846-808018150 TCLP Herb.& Pest. 1 $295.00 $295.00
SW846-8260B TCLP VOC 1 $220.00 $220.00
. ............. .
SW846-8270D TCLP Semi VOC 1 $245.00 $245.00
SW846-Reactivity 1 $45.00 $45.00
TCLP RCRA Metals 1 $165.00 $165.00
Please Remit: $1,005.00
Upon submission of samples, buyer agrees that invoices are due at time of delivery.Open accounts are due 20 days following
the invoice date.A finance charge of 1.5%per month will be imposed on all past-due accounts.When relinquishing samples to
Blue Ridge Labs,buyer agrees to pay all collection and attorneys fees if the account becomes deliquent.Blue Ridge Labs
reserves the right to deny all QC and support documentation for all open accounts which are greater than 60 days.Additionally,
Blue Ridge Labs also reserves the right to inform the appropriate local,state or federal agency that all support documentation
is not available due to the failure to the above invoice terms. Data used for compliance purposes will be rendered invalid for
reporting until the account is cleared.
14 Raw Sludge TCLP 2018 33
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmaiLcom
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-18
BRL#: BRL-2018-0386
Lab Sample ID: LSID-20 1 8-0 1 620
Client Sample ID: Compost TCLP
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Hg by Cold Vapor AAS * 0.002 mg/1 7470A 1994 6/8/2018 Summit
TCLP Extraction Metals extracted SW-846-1311 Summit
Ag * 0.5 mg/I SW-846-6010 6/11/2018 Summit
As * 0.5 mg/I SW-846-6010 6/11/2018 Summit
Ba * 5 mg/I SW-846-6010 6/11/2018 Summit
Cd * 0.1 mg/1 SW-846-6010 6/11/2018 Summit
Cr * 0.2 mg/1 SW-846-6010 6/11/2018 Summit
Pb * 0.5 mg/1 SW-846-6010 6/8/2018 Summit
Se * 0.05 mg/1 SW-846-6010 6/8/2018 Summit
Reported By: ori,X...7 �,"'
S. ohnson,D.R.Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.273
Page 1 of 6
14 Raw Sludge TCLP 2018 34
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-18
BRL##: BRL-2018-0386
Lab Sample ID: LSID-201 8-0 1 62 1
Client Sample ID: Compost TCLP
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
TCLP Semi-VOC Extraction extracted SW-846-1311 Summit
Cresols (Total) * 4 mg/I SW-846-8270 6/14/2018 Summit
Dichlorobenzene, 1,4 * 0.08 mg/1 SW-846-8270 6/14/2018 Summit
Dinitrotoluenc,2,4- 0.04 mg/1 SW-846-8270 6/14/2018 Summit
Hexachloro-1,3-Butadiene * 0.016 mg/1 SW-846-8270 6/14/2018 Summit
Hexachlorobenzene * 0.04 mg/1 SW-846-8270 6/14/2018 Summit
Hexachloroethane * 0.08 mg/1 SW-846-8270 6/14/2018 Summit
Nitrobenzene * 0.08 mg/1 SW-846-8270 6/14/2018 Summit
Pentachlorophenol * 0.2 mg/1 SW-846-8270 6/14/2018 Summit
Pyridine * 0.2 mg/1 SW-846-8270 6/14/2018 Summit
Trichlorophenol,2,4,5- * 0.2 mg/I SW-846-8270 6'14/2018 Summit
Trichlorophenol,2,4,6- * 0.25 mg/1 SW-846-8270 6/14/2018 Summit
Reported By: . / -
S. , « nson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 2 of 6
14 Raw Sludge TCLP 2018 35
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-1 8
BRL#: BRL-2018-0386
Lab Sample ID: LSJD-2018-01622
Client Sample ID: Compost TCLP
• Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
TCLP ZHE Volatiles Extraction extracted SW-846-131 1 Summit
Benzene * 50 ugh SW846-8260 6/11/2018 Summit
Carbon Tetrachloride * 50 ug/1 SW846-8260 6/11/2018 Summit
Chlorobenzene * 50 ug/I SW846-8260 611112018 Summit
Chloroform * 50 ug/l SW846-8260 6/11/2018 Summit
Dichloroethane. 1,2- 50 ug/I SW846-8260 6/11/2018 Summit
Dichloroethene, 1,1- * 50 ug/1 SW846-8260 6/11/2018 Summit
MEK * 250 ugh SW846-8260 6/11/2018 Summit
Tetrachloroethene * 50 ug/1 SW846-8260 6/11/2018 Summit
Trichloroethene * 50 ug/1 SW846-8260 6/11/2018 Summit
Vinyl Chloride * 20 ug/1 SW846-8260 6/11/2018 Summit
Reported B y:p
.,.
S • -Johnson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 3 of 6
14 Raw Sludge TCLP 2018 36
Blue Ridge Labs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-18
BRL#: BRL-2018-03 86
Lab Sample ID: LSID-20 1 8-0 1 623
Client Sample ID: Compost TCLP
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
TCLP Semi-VOC Extraction extracted SW-846-1311 Summit
2,4,5-TP(Silvex) * 500 ug/1 SW-846-8080 6/15/2018 Summit
2,4-D * 1909 ug/1 SW-846-8080 6/15/2018 Summit
Chlordane * 20 ugh SW-846-8080 6/12/2018 Summit
Endrin * 2 ugh SW-846-8080 6/12/2018 Summit
Heptachlor * 2 ugh SW-846-8080 6/12/2018 Summit
Heptachlor Epoxide * 2 ugh SW-846-8080 6/12/2018 Summit
Lindane * 2 ug/1 SW-846-8080 6/12/2018 Summit
Methoxychlor * 2 ugh SW-846-8080 6/112018 Summit
Toxaphene * 40 ug/1 SW-846-8080 6/12/2018 Summit
•
Reported By: or, ~
S irohnson, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 4 of 6
14 Raw Sludge TCLP 2018 37
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-18
BRL#: BRL-2018-0386
Lab Sample ID: LSID-2018-01624
Client Sample ID: Compost TCLP
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Ignitability Not Ignitable 70 Deg. F. 1030 SW-846 11:02 6/5/2018 kcj
Corrosivity as pH 6.7 0.1 su 9045C SW-8 10:15 6/5i2018 KCJ
Re orted By:
����~
S. hnson,D.R.Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 5 of 6
14 Raw Sludge TCLP 2018 38
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton •
Date Received: 04-Jun-18
Report Date: 29-Jun-18
Sample Date: 04-Jun-18
BRL#: BRL-2018-0386
Lab Sample ID: LSID-2018-01625
Client Sample ID: Compost TCLP
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Reactivity as CN * 1 mg/kg SW-846-7.3.3 15:25 6/8/2018 KCJ
Reactivity as Sulfide * 5 mg/kg SW-846-7.3.3 10:15 6/8/2018 KCJ
Reported By:
'Johnson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 6 of 6
14 Raw Sludge TCLP 2018 39
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RecerIL2 204 8
4666E85 14,56 181 't 719,
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11)10 Lab 11,44 Collected Arialyte Rep Lint Risu I nits Matrix Method DF RegLy I. Run Analyst
,528O8521 f152Z,1 623 SS/ 87482901E CC LP Ad-seneeAs) 0 500 NC ro 9805d EPA 600 9 5 CM 8811/920 9,8,
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2622.61621 .62211 6 II 5141201E AC LP Silver(Pep 0 55X) ND alga. S„918„1 EPA 5.9010 1 :5 OS 59/1 /859 II KIVIE
Mercury Analysis(SAS 131C/470)
,Clicut WO Lab ION Collected..'hinalyte Rep Lon Result hails Matrix ',Method 1:11' Regi,v1 Run Analy5t
1i320f V321/o3:22/1(323 ool 574,204E IC LP 19Menos 002,198 ND r8938. Eche EPA 7477)A 1 4.619,189 E,AM
'LP reStirid 88 ¼nAlilh(S1/41/4'13111.410811
Client 1DO 1.„.414 ID# Collected A nalyte Rep 1„tut Result I'nits Matrix. Niel hod 1./F Reg1,11 Ran ,NnaRst
44.1"d 621 el E912/1623 009 5194(2[E1B Chlordaoe tael 20 0 ND Eg.8.2 SoEd 444 8081B 2 30 68 2/25918 JBN
B20/19321/19322.8 623 001 46709 'Tom-where 40 51 NIL ogiL, Sold E PA 8061B 2 500 Bel 212016 INN
1821,11529 622 89 823 07999 95/40'11 5 E 8595 „ 2 EC, sgel,.. Sold EPA 6cfelB .2 .26 0 5)12f:97E1S 1EN
628,81.5211162211923 00 ,9e/.4,720 '8 gen roa-B He 2 00 ND oge, Sol4 E PA 8081E 2 400 E-S 28201 8 JBN
9 62B/ 821 Pi 622(1623(41 61,4/23 1 B Heptachlor 2 00 ND 1„,,,,311„. 808e E PA 8089 B 2 8 CO C9:E12820 9 8 J8124
9 592081621P1152115.219 0C91 8+,4'2E1 Hertachfr.x eDopde .2 NI 411 Solid EPA.9081B 2 8'SO EJS28201 INN
14,16201162'1/16211623 0E8 584E2E/8 MS,Mhoeyetece 2 00 NA og.0, E88e EPA 85459¼ E000 6'121209 5INN
1620(1 521 Pi(62251 628 DCA 6.',4'21216 SLOT ICBM 1 0.1 1 E Ei5 %REIN Sohr9I EPA 8001E 2 5,02812018 ,IBN
1620186;211162851623 001 51412015 SE r DOB 7 07119 '75 4 4'46Rec ,S 010 EPA N918 B 2 TI1I J8N
11:1,1.'Herbicides Analysis(SW1311i8.151)
Client WO I ab 110 (..'olleeted Ana lyte Rep Lan Result I nits Matrix Method 1H, RIgl Flun ;Analyst
1620)11521,1 622/.9 823 00'1 584121:S9 S 414 NLoge, Se d EPA 73151 A 9 /SOCK9 95,15O29:91 8 JBN
8520el 521 522,8 878 1,"8:99 6;48E81 B 2 4 7777-T P 500 NO HO E5988 EPA 89 51 A Nil 5/7018 RN
959',20,8 82'f II22,1623 0581 51,V2C814 1CAA 29189 498 92 6 55 ec Sol 25 EPA 59 El A 9 619 5/2578 JBN
Page 5 of 15
14 Raw Sludge TCLP 2018 40
W04: 8•01011299
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• "
1820111521 el 6220623 C101 644i231 8 1.4-tacteotaberzerle,.. 3,3800 ND in,;;PL, :',.3 old EPA 82:71) 2: 7 50 6044201 0 B„1111
1820,1621/1622/1623 Nat N1,432'0113 :24Talece,lorapteenel 0 (2200 13.L3 2.41 Need EPA 8230 2 400 8114(21218, BH
D
N5230621/16221:1(523 001 64442,01 24.Neanch lore:phenol 02N) ND re ge[... Soh d E:PA EN2333 2 2.30 &1442248• BJel,
D
"T2001321/1622.0f,i23,NeN NeeN2i31F 2 4,42:44a44T244,44 , e 0400 ND re9.4.. Seed EPA 82,741 2 0 130 ee144331ei fe.eie
D•
16220 eCCNN32241432,3 NW ed4,4201. Crescre "(mei 4 DU N 0 rege... Nei 43 Le'A 32/,2 2 2(,10 E91 df2ene DJH
162031 62111 6.22./1(523 Dril 3341201 efexaced040,333- J 2 0160 ND reeale Sad EPA 8.2.70. 2' O.50,0 2114.12018 Belle
buted ere 0
162•IN 1621/11322/N323 001 ed4i201,8 ei.exach lex el:::,,,enzene,,, O.:2442e ND rn 911. S oh,:f. EPA 82P,'.:i 2 la 133 EV1442018 BJ H
D
1(32029 521 t 16220623 OW 4341)20 B Pexach loped-tare 1. 0.0800 ND reept Sedid EPA 8270 2 3.00 621442018
D
620,1621 315.22f 1'623 001 634/2018 NetroberTene. (338:03 ND aTIL Sold EPA 8230 2 2.2fe• 5141201 8 PJ,I,,4
D.
152,011 fe21 CI 5223,623 4)01.: 2,14201 8 PeNeetecreprearNe C)200 ND rrvg/L Need 'AN,70 2 'I 00 Si 1422•01 8 E::1,..11H,
16201 F32 1/1622/1 ei23 001 6,4420 1 3 Sere 2,,FlearepheN,:3, 10-109 12.4 %Rec.: Sallee EPA 8272 .2 6/3442121 8 82H
D
15211,1621!1Y322,1623 0,21 4/2018 Sac Pleenak-OF3 1 a 1 OS 15.I ee,Rec. SoI41 EPA 8270 2 6(144201B BJH
10
•1184.212/1621N 522/1623 Nerel 624(2,31 Slelll-NRrober2e,71,e- 19-12.0 20 7 eeRec See'e EPA B27,2 2 eie14/201 6 14 14
1:45 1
1.64N:el 621,N 62.2/1 623 OG1 eN,4623.1 8 Neer 245- 13-120 233 2 leaRec Nee,:',1 EPA 82'7 0 2 l''..e 1414301 8 14 14
"Tete oreceNence D
IN2NON2131622/1623(xli :51•42f11.8 Near,2„ 22-11 7' 221 eeRec Seed EPA,8210 2 60412013 B....He
Fau„orotepherw, D,
N32031E21/1522eNe23.001 644120-1.8 Sere peTecTeereele 344116 85.3 ee 4,ec, Sol 21 EPA 8270 2 14 14 BaK
414 14,
Page 7 of 15
14 Raw Sludge TCLP 2018 41
5/6655 228 W 8,1160299
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„pp 4.488) Ill d 6860,06d 601 1UI8
/pp /6 tiPi, .1.10 441,114111164 titne RKtge atts nt:
1P0,81115 Noarag 1888-88888)8,8) Address P 0 Box.29.40
1.,2troir NC 28645
it eon%ed 20
Pnttovw e570 f 2'01 166 2
rci J \ninnies Artaitt.sis
(Tient ItOt Lab!DO Cotknaittil A'nal"te Ref)Lnit Result nits VitatriN Niethod i4egi2vt Ittnn antyst
1.620tt 621/1E2221623 001 a/422012, 1,,P285.668/801dard 5,0 0 ND 45,6,.. SB05 FP A 82668 B 10 7814 6/112018 IN
162E11 0210 522/1623 001 624/2018 2,,2kP2115/PEI Bane 50 0 NE) ogat 801)1 EPA 5268 N 10 500 6/11/201 8 OTB
te222tt 62111E25/12323 001 814/2018 NI EN) 288 ND oga„ Sol4 EPA 8260 P '10 200000 5411,82018 r. rEi
1182001 821Pi F.3.z!/1623 ocri 074,2ole 'Benzene c11ogN S/Pd EPA 8200 B 122 5E8 Gil/2018 CPO;
820)1 621),,18122.,'882 3 001 884880 1'8 Carta INIcach 88 ) 0 IF 08/8 66165 8A,6260 El, 10 500 &I 8,20 8 0 T
1821811521/182211623 8C01 Ed 4820 15 0610robeggeng 60 0 N M. Sold EPA 828d Ill 8 C8 TB
1820883211182211,62g 001 8844"j.'01 2 51610/52415n 50 0 INI!) aga) SoioJ E PA 81888 10 68810 58118201P IT
6522/1621/16.22/18323 00'1 !N4(2.0 18 T ad igageadame 50 0 ND ad& Sold E PA 8260 B IC) 700 6/11/2816 C
1620/1621/1622/1823 001 F8 A/201 0 lindagroadene 50 0 III )8,81 IS8:78d EP'A 82520 8 10 500 00"I/8018 C18
1820111 Fl 62211623 001, 5,1422018 1050618i1884 20 0 NID 1,tnn. Solut EPA PM P I 1 022()18 8TP
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Page 6 of 15
14 Raw Sludge TCLP 2018 42
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14 la&rv,Sludge TCLP 2018 ^555 M osci44
INVOICE
Blue Ridge Labs, Inc. Invoice # 201$- 0451
Date: 6/29/2018
P.O. Box 2940
Lenoir. NC 28645
Phone: 8287280149 Fax: 8287280131
Client: City of Morganton Bill To: City of Morganton
P. O. Box 3448 P. O. Box 3448
Morganton, NC 28655 Morganton, NC 28655
PO NUMBER LAB REF.ID TERMS LAB CONTACT PROJECT NAME
440 Net 10 Days Steve Johnson
Sample Name Case Farms, E0614N, E0614P
TARGET NAME QUANTITY UNIT PRICE EXTENDED PRICE
Oil&Grease 1 $35.00 $35.00
Total Nitrogen 1 $40.00 $40.00
Total Phosphorus 1 $20.00 $20.00
Please Remit: $95.00
Upon submission of samples,buyer agrees that invoices are due at time of delivery.Open accounts are due 20 days following
the invoice date.A finance charge of 1.5%per month will be imposed on all past-due accounts.When relinquishing samples to
Blue Ridge Labs,buyer agrees to pay all collection and attorneys fees if the account becomes deliquent.Blue Ridge Labs
reserves the right to deny all QC and support documentation for all open accounts which are greater than 60 days.Additionally,
Blue Ridge Labs also reserves the right to inform the appropriate local,state or federal agency that all support documentation
is not available due to the failure to the above invoice terms. Data used for compliance purposes will be rendered invalid for
reporting until the account is cleared.
14 Raw Sludge TCLP 2018 45
Blue Ridge Lahs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 14-Jun-18
Report Date: 29-Jun-18
Sample Date: 13-Jun-18
BRL##: BRL-2018-0440
Lab Sample ID: LSID-2018-01807
Client Sample ID: Case Farms
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Fats, Oil &Grease 7.3 1 mg/1 5520B 2001 9:31 6/27/2018 KCJ
a ,fli►'
Reported By:
S.J. nson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 1 of 3
14 Raw Sludge TCLP 2018 46
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 14-Jun-l 8
Report Date: 29-Jun-18
Sample Date: 14-Jun-18
BRL#: BRL-2018-0440
Lab Sample ID: LSID-2018-01808
Client Sample ID: E0614N
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
N2+N3 3.70 0.08 mg/1 SM194500-N 15:28 6/27/2018 KCJ
TKN 8.96 0.5 mg/1 SM19 4500-N 10:57 6/26/2018 KCJ
Reported By:
S. J/nson,D.R.Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 2 of 3
14 Raw Sludge TCLP 2018 47
Blue Ridge Labs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 14-Jun-18
Report Date: 29-Jun-18
Sample Date: 14-Jun-18
BRL#: BRL-2018-0440
Lab Sample ID: LSID-2018-01809
Client Sample ID: E0614P
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Total Phosphorus 1.12 0.02 mg/I 200.7 1994 16:15 6/27/2018 KCJ
Reported By:
S. J. ..ifinson,D.R.Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 3 of 3
14 Raw Sludge TCLP 2018 48
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14 Raw Sludge T• P2018 �, '�/� �ayye QNa �� 49
INVOICE
Blue Ridge Labs, Inc. Invoice # 2018- 0450
Date: 6/29/2018
P.O. Box 2940
Lenoir. NC 28645
Phone: 8287280149 Fax: 8287280131
Client: City of Moraanton Bill To: City of Moraanton
P. O. Box 3448 P. O. Box 3448
Morganton, NC 28655 Morganton, NC 28655
PO NUMBER LAB REF. ID TERMS LAB CONTACT PROJECT NAME
408 Net 10 Days David Wessinger
Sample Name Seiren.E0607N, E0607P
TARGET NAME QUANTITY UNIT PRICE EXTENDED PRICE
Cr by ICP 1 $10.00 $10.00
Cu by ICP 1 $10.00 $10.00
Ni by ICP 1 $10.00 $10.00
Phenol 1 $25.00 $25.00
Se by ICP 1 $10.00 S10.00
Total Nitrogen 1 $40.00 $40.00
Total Phosphorus 1 $20.00 S20.00
Zn by ICP 1 $10.00 $10.00
Please Remit: $135.00
Upon submission of samples, buyer agrees that invoices are due at time of delivery.Open accounts are due 20 days following
the invoice date.A finance charge of 1.5%per month will be imposed on all past-due accounts.When relinquishing samples to
Blue Ridge Labs, buyer agrees to pay all collection and attorneys fees if the account becomes deliquent.Blue Ridge Labs
reserves the right to deny all QC and support documentation for all open accounts which are greater than 60 days.Additionally,
Blue Ridge Labs also reserves the right to inform the appropriate local,state or federal agency that all support documentation
is not available due to the failure to the above invoice terms. Data used for compliance purposes will be rendered invalid for
reporting until the account is cleared.
14 Raw Sludge TCLP 2018 50
Blue Ridge Labs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 07-Jun-18
Report Date: 29-Jun-18
Sample Date: 06-Jun-18
BRL#: BRL-2018-0408
Lab Sample ID: LSID-2018-01673
Client Sample ID: Seiren
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Phenols 0.017 0.01 mgll Phenol 420.1 14:10 6/12/2018 KCJ
Reported By: // '
Johnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 1 of 4
14 Raw Sludge TCLP 2018 51
Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 07-Jun-18
Report Date: 29-Jun-18
Sample Date: 07-Jun-18
BRL#: BRL-2018-0408
Lab Sample ID: LSID-2018-01674
Client Sample ID: E0607N
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
N2+N3 3.81 0.08 mg/I SM19 4500-N 15:20 6/27/2018 KCJ
TKN 0.5 mg/1 SM19 4500-N
Reported By:
S. 'Johnson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 2 of 4
14 Raw Sludge TCLP 2018 52
Blue Ridge Labs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 07-Jun-18
Report Date: 29-Jun-18
Sample Date: 06-Jun-18
BRL#: BRL-2018-0408
Lab Sample ID: LSID-20 1 8-0 1 675
Client Sample ID: Seiren
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Cr * 0.001 nig/1 200.7 1994 14:13 6/27/2018 KCJ
Cu 0.006 0.001 mg/1 200.7 1994 14:13 6/27/2018 KCJ
Ni * 0.001 mg/1 200.7 1994 14:13 6/27/2018 KCJ
Se * 0.01 mg/1 200.7 1994 14:13 6/27/2018 KCJ
Zn 0.032 0.001 mg/1 200.7 1994 14:13 6/27/2018 KCJ
/.
149741.
Reported By:
®/�J! f"
S ohnson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No.275
Page 3 of 4
14 Raw Sludge TCLP 2018 53
Blue Ridge Labs
PO Box 2940
Lenoir,NC 28645
828-728-0149 blueridgelabslenoir@gmail.com
Client : City of Morganton
P. O. Box 3448
Morganton, NC 28655
Attention: Ms. C. Benton
Date Received: 07-Jun-18
Report Date: 29-Jun-18
Sample Date: 07-Jun-18
BRL#: BRL-2018-0408
Lab Sample ID: LSID-2018-01676
Client Sample ID: E0607P
Analysis Analysis
Parameter Result MQL Unit Method Time Date Analyst
Total Phosphorus 0.919 0.02 mg/1 200.7 1994 14:19 6/27/2018 KCJ
Reported By:
S.S. ,,I / nson,D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 4 of 4
14 Raw Sludge TCLP 2018 54
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/' $,31A.r El:sv 1,„L,E:
,A isii A or-Tit
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rk
City of Morganton rsi
SE
PO Box 3448
Morganton, NC 28680
Receive Date: 04/05/2022
Reported: 05/03/2022
For:
Comments:
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
---
220405-3.4-01 Aluminum Metals 22006 mg/kg BM 3111 D 2011 04/11/2022 MD
220405-34-01 Ammonia Nitrogen Metals 4669,49 mg/kg ski4500,8Fil3BE,1997 04/12/2022 CE
220405-34-01 Arsenic- Solid Metals 1.93 mg/kg SM3113 B.2004 04/19/2022 MD
220405-34-01 Cadmium-Solid Metals 0.112 mg/kg 3131111-1999 04/20/2022 MD
220405-34-01 Calcium Metals 1012.08 mg/kg smallM'201 04/27/2022 MD
220405-3.4-01 Copper- Solid Metals 152,1 mg/kg SM3111B-2011 04/11/2022 MD
220405-34-01 Lead-Solid Metals 27,36 mg/kg SM31130 04/07/2022 MD
220405-34-01 Magnesium Metals 2810 mg/kg EPA 200 7 04/27/2022 MD
220405-34-01 Mercury Solid Metals 0.003 mg/kg 5M31120,2019 04/29/2022 MD
220405-34-01 Molybdenum Metals 5.35 mg/kg EPA200 8 04/11/2022 MT
220405-34-01 Nickel-Solid Metals 15.29 mg/kg 5M3113 B 04/06/2022 MD
220405-34-01 Nitrate/Nitrite- Metals 243.958 mg/kg BA/745001A 04/13/2022 CL
Solids
220405-34-01 Percent Solids Metals 66.2 % SM2540B-2011 04/05/2022 MD
220405-34-01 pH Metals 7.59 Std, Units W4500118,2011 04/13/2022 CE
220405.34-01 Potassium Metals 2296 mg/kg EPAPOO 7 04/11/2022 MT
220405-34-01 Selenium Metals <0.75 mg/kg EPA 200£i 04/11/2022 MT
Subcontracted
220405-34-01 Sodium - Solid Metals 607.251 mg/kg sm 3111 B 04/27/2022 MD
220405-34-01 T. Phosphorus Solid Metals 347.4 mg/kg S^A 4 5 P E 2 11 04/08/2022 CL
220405-34-01 TKN Metals 6022.96 mg/kg 0k1.-1!-01Nor1i B,no It 04/11/2022 CE
220405-34-01 Zinc-Solid Metals 1045.32 mg/kg 5%13111B-2011 04/11/2022 MD
220405.-34-02 Fecal Coliforms #1 <3.02 MPN/g SM92210E-2000 04/05/2022 MD
220405-34-02 Percent Solids #1 66.2 % SPy15400-2011 04/05/2022 MD
PO Box 228 . Statesville, NC 28687 • 704/872/4697
Page 1 of 8
56 15 Lab Results 5-3-2022
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
220405-34-03 Fecal Conforms #2 34.3 MPN/g SM92210E,2006 04/05/2022 MD
220405-34-03 Percent Solids #2 67.1 % SM"2540B-2011 04/05/2022 MD
220405-34-04 Fecal Conforms #3 6.58 MPN/g SM92210E-2006 04/05/2022 MD
220405-34-04 Percent Solids #3 60.8 % M 2640E3-201i 04/05/2022 MD
Respectfully submitted,
Melissa Myers
NC Cert#440,
NCDW Cert 437755,
EPA#NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 2 of 8
57 15 Lab Results 5-3-2022
Condition of Receipt
AM
Sample Number� 22 1 Temp mnArrival: 3.0
�
Parmnneher8ohedu|e�
Nitric Acid Received onIce
Received omice
Received ooIce
Chemicals in containers, lab
Chemicals in containers, lab
Chemicals in containers, lab
Parameter Schedule: Aluminum:
Nitric Acid Chemicals in nomta!inere. lab
Chemicals in containers, lab
Received on Ice
Received omIce
Panannater8ohedmUe: Anaumin -8mU[d
Nitric Acid Cherniue|a in containers, lab
Received on Ice
Parameter Schedule: Cadmium
Nitric Acid: Received onIce
Chemicals in containers, lab
Parameter Schedule: Cadmium 'Solid
Nitric Acid' Chemicals in, containers, lab
Received on Ice
Parameter Schedule: Copper
Nitric Acid Chemicals in containers, lab
Received omlce
Parameter Schedule". Copper-8oUid
Nitric Acid Received on Ice
Chemicals in containers, lab
Parameter Schedule: Nickel
Nitric Acid Received on Ice
Chemicals in containers, lab,
PamanoeUs[Schedule: Nickel -Solid'
Nitric Acid Chemicals in containers, lab
Received on Ice
PanameterSoheduUe� Sodium
Nitric Acid Received on |oa
Chemicals in containers, lab
Parameter Schedule: Sodium, -So|id'
Nitric Acid Chemicals in containers, lab
PO Box 228 - Statesville, NC 28687 ~ 704/872/4697
Page aof8
15 Lab Results 5'3-2022 58
Received On /oe
Parameter Schedule: Zino -Solid
Nitric Acid Received onIce
Chemicals in containers, lab
Parameter Schedule:
Nitric Acid Received ouIce
Chemicals in containers, lab
Parameter Schedule: Percent Solids
Reoeived'om8oe
Parameter Schedule: pH
Received onIce
ParameterSchedu|e� Ammonia Nitrogen
Su�Ufuriu4oid Received on Ice
Chemicals in containers, lab
Parameter Schedule: Nitiratu/Nitrite
Sulfuric Acid Received on, Ice
Chemicals in containers, lab
Parameter Schedule: Nitrate/Nitrite -So0ida
Sulfuric Acid Chemicals in containers, lab
Received onIce
Parameter Schedule: Phosphate, Total as P
Sulfuric Acid Received on Ice
Chemicals in containers, lab
Parameter Schedule: TNN
Sulfuric Acid Chemicals in containers, lob
Received omIce
PauameSmrSuheUsUe�
Sulfuric Acid Received onIce
Chemicals in containers, lab
Parameter Schedule:
Received on Ice
Chemicals in containers, limb
�
Sample Number 22O4O5-34-82 Temp onArrival: 3.0
PO Box 228 ° Statesville, NC 28687 ° 704/872/4697
Page 4of8
15 Lab Results 5'3-2022 59
Parameter Schedule: Percent Solids
Received onIce
Parameter Schedule: Fecm| CoN0omnm
Sodium Thi000|fate Received on Ice
Chemicals in containers, lab
�
Sample Number 220405-34-03 Temp onArrival: 3,0
Parameter Schedule: Percent Solids
Received onIce
Parameter Schedule: Fecal Co|ifornms
Sodium Thioaultahe Received on Ice
Chemicals incontainers, lab
Sample Number 228406-34-04 � Temp onArrival: 3,8IL
�
Parameter Schedule: Percent Solids
Received onIce
Parameter Schedule: Feca8Cm||furnmm
SodiumThioou|foto Received onIce
Chonnioo|o in containers, lab,
P,O Box Z28 ° Statesville, NCI86O7 ° 7O4/87Z/4697
Page 5ofo
15 Lab Results 5'3-2022 60
CID CD
JI
65
PO Box 228 Statesville, NC286O7 ° 7D4/872/4697
Pag�esc«a
15 Lab Results 5-3-2022 61
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No,165
, 1411111111
Contact: C.Little Report Date: 4/14/2022
Client: Statesville Analytical
122 Court St Project: Morganton
Statesville,NC 28677 Date Sample Revd: 4/6/2022
Meritech Work Order# 04062253 Sample: 220405-34-01 Grab 4/5/2022
Earameter &stilts Analysis Date Reporting Limit Method
Molybdenum,total 3.54 mg/L 4/11/2022 0,005 mg/L EPA 2001
Potassiumo total 1520 mg/L 4/11/2022 0.200 mg/L EPA 200.7
Selenium,total <0500 mg/L 4/11/2022 0500 mg/L EPA 200.7
I hereby certify that I hove reviewed and approve these data. j.kracciLCLiNtartaLU
Laboratory Representative
642 Tatum Road,Reidsville,North Carolina 27320
tel,(336)342-4748 fax.(336)342-1522
PC Box 228 * Statesville, NC 28687 • 704/872/4697
Page 7 of 8 62
15 Lab Results 5-3-2022
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PO Box 228 0 Statesville„ NC 28687 • 704/872/4697
Page 8 of 8
63 15 Lab Results 5-3-2022