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HomeMy WebLinkAboutWQ0035207_Modification_20231219Initial Review Reviewer nathaniel.thorn burg Is this submittal an application? (Excluding additional information.) * Yes No Permit Number (IR) * WQ0035207 Applicant/Permittee Synagro Central, LLC Applicant/Permittee Address 284 Boger Rd, Mocksville NC Is the owner in BIMS? Yes NO Is the facility in BIMS? Owner Type Facility Name County Fee Category Major Is this a complete application?* Yes No Signature Authority Signature Authority Title Signature Authority Email Document Type (if non -application) Email Notifications Organization Synagro Central Class A Residuals Program Davie Does this need review by the hydrogeologist? * Yes No Regional Office CO Reviewer Admin Reviewer Fee Amount Complete App Date 12/19/2023 Yes No $528 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* Adam Brigman Email Address* abrigman@synagro.com Project Information ......................... Application/Document Type* New (Fee Required) Modification - Major (Fee Required) Renewal with Major Modification (Fee Required) Annual Report Additional Information Other Phone Number* 7046504341 Modification - Minor Renewal GW-59, NDMR, NDMLR, NDAR-1, N DAR-2 Residual Annual Report Change of Ownership We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form. https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report Permit Type:* Wastewater Irrigation High -Rate Infiltration Other Wastewater Reclaimed Water Closed -Loop Recycle Residuals Single -Family Residence Wastewater Other Irrigation Permit Number:* WQ0035207 Has Current Existing permit number Applicant/Permittee* Synagro Central, LLC Applicant/Permittee Address* 284 Boger Rd, Mocksville NC Facility Name* Synagro Central Class A Residuals Program Please provide comments/notes on your current submittal below. Permit modification to dry tonnage changes and new source addition. 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.) Synagro Class A 2023 MOD.pdf 68.1 MB Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger than upload limit. * By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Mail payment to: NCDEQ — Division of Water Resources Attn: Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Signature Submission Date 12/19/2023 November 1, 2023 NCDENR-DEQ Division of Water Resources Land Application Permitting and Compliance Unit Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 ATTENTION: Mr. Nathaniel Thornburg REFERENCE: Application No. WQ0035207 Permit Modification Synagro LLC DCAR Dear Mr. Thornburg: Synagro is requesting the following modifications to the Synagro LLC Permit No. WQ003 5207. • Siler City Dry Tonnage modification to increase the annual allowed dry tonnage to 1,000 Dry Tons from 250 Dry Tons. • Adding the new source, Kerr Lake WTP of the City of Henderson. All Necessary documents are attached for the above changes to Permit No. WQ0035207 If you require additional information or have further questions, please contact me at (704) 650-4341 or ABrigmangsyna r� o.com. Thank you in advance for the timely and efficient review of this modification application. Sincerely, .f Adam Brigman 284 Boger Road, Mocksville, NC 27028 • Phone: (704) 650-4341 State of North Carolina Department of Environmental Quality Division of Water Resources -DWR '1lvision of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent) residuals under 15A NCAC 02T .1100. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Distribution of Class A Residuals (FORM: DCAR 06-16): Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. The project name should be consistent on the plans, specifications, etc. The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). ^ If this project is for a modification of an existing permit, submit one copy of the existing permit. ® Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units. B. Application Fee (New and Major Modification Application Packages) ® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental Quality (NCDEQ). Facility Classification [Major'(residuals permitted for distribution > 3,000 dry tons/year) Minor (residuals permitted for distribution < 3,000 dry tons/year) New Permit Major Modification t $1,310 $395 $810 $245 1 - 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) Z List all items included in the application package, as well as a brief description of the requested permitting action. INSTRUCTIONS FOR FORM: DCAR 06-16 Pagel of 3 D. Program Information (All Application Packages) Provide a narrative explaining the following: Z How the materials will be handled and transported from where the residuals were produced to where it will be treated. ZHow the residuals will be processed/treated (attach process flow diagram). How leachate collection will be handled. Where the residuals will be stored until processed. How the final product will be distributed (packaging, bulk, etc.) What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality. Z Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed. Z Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following information: Name and address of the person who prepared the residual that is sold or given away. A statement that application of the residuals to the land shall be in accordance with the instructions on the label or information sheet. A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered. Z A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. Information on all applicable setbacks in accordance with 15A NCAC 02T .I 108(b). A statement that the residuals shall be applied at agronomic or recommended rates for intended uses. E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units) Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard specifications, but use of the standard specifications must be noted on each sheet of the plans. Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals treatment and storage units. Depict minimum separations required in 15A NCAC 02T .I108(a) on the plans. ❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units: description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity of the final product in accordance with 15A NCAC 02T .I 104(a)(2)(B), including leakage and pressure testing as appropriate. Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION. F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units) Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T .1104(a). G. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300) ❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for the construction of the subject facilities. INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3 H. Operation and Maintenance Plan (New and Renewal Application Packages) For Modification Application, if there are any changes to the existing plan, submit an updated 0&M plan. Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum: Z 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. M Maintenance schedules; may include equipments calibration, maintenance of signs, etc. E Safety measures; may include safety training program, manuals, signs, etc. 0 Spill response plan; including control, containment, remediation, emergency contact information, etc. ® Inspection plan including the following information; ® Names and titles of personnel responsible for conducting the inspections. ® Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected location(s) and inspection frequency are representative of the residuals management program. E Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event that noncompliance is observed. ® Sampling and monitoring plan including the following information; M Names and titles of personnel responsible for conducting the sampling and monitoring. Detailed description of monitoring procedures including parameters to be monitored. E Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected by cold temperatures. ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON -DISCHARGE PERMITTING UNIT By U.S. Postal Service: 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 807-6464 By Courier/Special Delivery: 512 N. SALISBURY STREET RALEIGH, NORTH CAROLINA 27604 FAX NUMBER: (919) 807-6496 INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3 State of North Carolina Department of Environmental Quality DWR Division of Water Resources Xvision of Water Resources 15A NCAC 02T .I100 — DISTRIBUTION OF CLASS A RESIDUALS FORM: DCAR 06-16 I. APPLICANT INFORMATION: 1. Applicant's name: Synagro Central LLC Applicant type: ❑ Individual 0 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State Q Municipal F County Signature authority's name per 15A NCAC 02T .0106: Adam J Brigman Title: Technical Services Manager Applicant's mailing address: 284 Boger Rd. City: Mocksville State: NC Zip: 27028- Telephone number: (704-650-4341) Email Address: ABrigman@synagro.com 2. Consultant's name: N/A License Number (for P.E.): Affiliation: Q On Staff Q Retained (Firm: ) Consultant's mailing address: City: State: Zip: - Telephone number: (_) T Email Address: 3. Fee submitted: 528.00 (See Instruction B) 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: W00035207 Date of most -recently issued permit: 11/3/2020 Date of most -recently certified Attachment A (if different than the permit): 3/19/21 III. FACILITY INFORMATION: 1. Name of residuals processing facility: Source Specific City: State: Zip: Coordinates: Latitude: _° _' _" Longitude: Datum: Level of accuracy: Method of measurement: County where facility is located: 2. Facility contact (person familiar with residuals preparation): Name: Adam Brigman Title: Technical Services Manager Mailing address: 284 Boger Rd. City: Mocksville State: NC Zip: 27028- Telephone number: (704) 650-4341 E-mail address: ABrigman@synagro.com FORM: DCAR 06-16 Pagel of 3 3. Is the residual process facility also the generator? ❑ Yes; ® No If No, please specify delivery frequency and quantity of residual to be processed: Source Specific 4. Length of residuals storage at facility: Source Specific 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); Land applied by S Magro as bulk residuals at agronomic rates Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a load capacity of one metric ton or less. 2. Complete the following if residuals are to be mixed with other materials: Type of Materials I Amounts to be added Der 1.0 dry ton of residuals (dry ton) 3. Approximate amounts of the residuals received and processed at the facility: Source Specific dry tons per year. 4. Approximate amounts of the final product (processed residuals) to be distributed: Source Specific 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): Source Specific 6. Does the facility have a stormwater management plan? ❑ Yes; ❑ No Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Source Specific V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source) Complete and submit the attached Residuals Source Certification and all associated documentation. RSC 06-16.doc FORM: DCAR 06-16 Page 2 of 3 Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units) attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. North Carolina Professional Engineer's Seal, Signature, and Date: Applicant's Certification: The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. Yes ❑ No, Explain; I, Adam Brigman Technical Services Manager (Signature Authority's Name — PLEASE PRINT) (Title) �`est that this application for Synagro Central, LLC (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 civi enalties up to $25,000 per violation. Signature: Date:.0 z FORM: DCAR 06-16 Page 3 of 3 J+ a o 0 a � 0 H A � a �yC i N U a� � o 0 ° o m z o 00 0 � M 0 U a � � U ° U U � z 3 w 0 x U 0 o x a � o w (�j C 4° v� U 0 an a SPILL RESPONSE PLAN PROJECT: SYNAGRO CENTRAL Permit W00035207 IN THE UNLIKELY EVENT OF A SPILL, THE FOLLOWING ACTIONS SHALL BE TAKEN IMMEDIATELY: 1. MANAGEMENT OF SPILL CLEAN-UP ACTIVITIES: The Operations Manager shall take immediate charge and initiate clean-up activities. Synagro labor and equipment is to be utilized. In the event additional labor and equipment is required, assistance may be requested from the Town of Pittsboro, City of Dunn, Town of Franklin, Brunswick County NC, City of Reidsville, Piedmont Regional Water Authority, Town of Mooresville, The City of Durham, The City of Greensboro, Town of Mooresville, City of Charlotte, International Textile Group, Town of Albemarle, South Fork Industries, City of Elizabeth City or the NC Department of Transportation, and other private contractors as necessary. 2. HALT THE SOURCE OF THE SPILL: Such as a ruptured container or damaged transport unit. 3. CONTAIN THE SPILL: Form a barrier. Sufficient quantities of straw shall be used for such purposes. Earthen barriers may be constructed to augment the straw bale containment area of the spill. The Operations Manager or the person in charge on the spill site will advise the clean-up personnel where to get the straw, lime, and other items necessary to complete the clean-up operation, i.e., local farmers, farm supply centers, nurseries, etc. 4. CLEAN-UP: Employ front-end loaders, vacuum equipment, sludge application vehicles, and/or local septic tank service to remove as much of the spilled material as possible. Straw and/or sand should be scattered in the spill area to soak up the remaining material. The straw- and sand -soaked material will be collected and removed to a disposal area approved by representatives of the state regulatory agency. 5. FINAL CLEAN-UP: Employ rotary brush sweeper if needed, and apply lime to the spill area upon the approval of the clean-up efforts by the state regulatory representative. If the event occurs on private property, the clean-up will be completed to the satisfaction of the property owner and state regulatory representatives. The ultimate goal will be to restore the spill area to its original condition if possible. 6. NOTIFICATION: As soon as possible after the spill occurs, the Synagro Operations Manager or assistant will notify the Synagro Central office, and they will then be responsible for notifying other key Synagro personnel. 7. REPORTING: Synagro Central personnel will notify the Raleigh regional office of the NCDENR by telephone (919)-791-4200 for the Pittsboro WTP, Siler City WTP, Kerr Lake WTP, Durham WTP's, The Ashville regional office at (828-296-4500) for the town of Franklin, SJWD WTP, The Wilmington Regional office (910) 796-7215 for Brunswick NW WTP, the Winston Salem Regional office (336) 776-9800 for the City of Reidsville WTP, City of Greensboro, The City of Graham, International Textile Group, and Piedmont Regional WTP, the Mooresville Regional office for The City of Albemarle Tuckertown WTP, Town of Mooresville WTP, South Fork Industries, and City of Charlotte Lee S. Dukes WTP the Fayetteville Regional Office (910) 433- 3300 for the Dunn WTP, the Washington Regional office (252-946-6481) for the City of Elizabeth City. This will be done as soon as possible, but not more than 24 hours after, or on the next working day following the occurrence. The Operations Manager shall provide a written report within 48 hours of the spill to the Technical Services Manager. The report shall list all relative information and actions taken. Synagro Central personnel will file a written report to the Raleigh, Asheville, Wilmington, Mooresville, Washington, Winston Salem, or Fayetteville Regional office of the NCDENR within 5 days of the occurrence. For after hours reporting the Division's emergency number shall be called to report all incidences (800-662-7956 or 800-858- 0368 or 919-733-3300) OPERATIONS AND MAINTENANCE PLAN SYNAGRO RESIDUALS LAND APPLICATION FOR WQ0035207 (Synagro Central) Inspection Plan nspections for the land application of residuals will be conducted on a weekly basis at the land application site during the land application activities of this project. The inspection frequency is based on the time frame that it is going to take to complete the project and the amount of dry tons to be land applied from this facility. The inspections will consist of inspecting a current field that is being applied as well as inspecting random fields that have been completed. These inspections will consist of: 1. Verifying that the Pre -Operations Check List has been completed and signed by both Operations and Technical staff. 2. Checking the calculated loads to insure the correct amount of residuals are being land applied. 3. Insure that all manned equipment has a copy of the spill control plan, the permit, and the operations and maintenance plan. 4. Insure that the field has been flagged properly and that all buffers are being adhered to. 5. Insure that the Crop and Landowner Verification form has been filled out. 6. Verifying that the correct number samples of the residuals have been taken and that it meets the criteria for land application. 7. The records will be kept in the project files in the respective office for the project. 8. The Permittee or Inspector shall report by telephone to the Raleigh Regional Office by Telephone at 919-791-4200 Asheville Regional Office by telephone at 828-296-4500, Wilmington Regional Office at 910-796-7215 ,Winston Salem Regional Office at 336-776-9800, Mooresville Regional office at 704-663-1699, Fayetteville Regional Office 910-433-3300 or Washington Regional Office at 252-946-6481 as soon as possible but no later than 24 hours after or the next working day following the occurrence or the first knowledge of the occurrence of the following. • Any occurrence with the distribution program resulting in the land application of significant amounts of material that is abnormal in quantity or characteristics. • Any failure of the distribution system that results in the release to surface waters. • Any time that self -monitoring indicates that the facility has gone out of compliance with the permit. • Any process failure that results in the system not adequately treating the residuals. • Any spill or discharge from a vehicle or piping system during residuals transportation. F- • Any release that requires immediate reporting outside of normal business hours shall be called in to DENR at 1- 800-662-7956, 1-800-858-0368, or 1-919-733-3300. These numbers are to be called in the event of a release to surface waters, imminent failure of a storage system when the event occurs outside of normal business hours. • Within 5 days of the first notice of on occurrence a written response in the form of a letter shall be sent to DENR outlining the actions taken or purposed actions taken to ensure that the problem does not recur. Persons responsible for inspections on this project are as follows: Nate Roth; Technical Services Manager, or his designee OPERATIONS AND MAINTENANCE PLAN SYNAGRO RESIDUALS LAND APPLICATION FOR WQ0035207 Sampling Plan Sampling for this project consists of sampling the residuals during the time that land application is occurring. This will result in one round of sampling to occur before land application commences in order to ensure that the residuals are suitable for land application. The TCLP sample is only required to be sampled once per year. The residuals shall be sampled annually for the following: (Regulatory level in milligrams per liter in parentheses.) Arsenic (5.0) 1, 4-Dichlorobenzene (7.5) Nitrobenzene (2.0) Barium (100.0) 1, 2-Dichloroethane (0.5) Pentachlorophenol (100.0) Benzene (0.5) 1, 1-Dichloroethylene (0.7) Pyridine (5.0) Cadmium (1.0) 2, 4-Dinitrotoluene (0.13) Selenium (1.0) Carbon tetrachloride (0.5) Endrin (0.02) Silver (5.0) Chlordane (0.03) Hexachlorobenzene (0.13 Tetrachloroethylene (0.7) Chlorobenzene (100.0) Heptachlor (and its hydroxide) (0.008) Toxaphene (0.5) Chloroform (6.0) Hexachloro-1,3-butadiene (0.5) Trichloroethylene (0.5) Chromium (5.0) Hexachlorethane (3.0) 2,4,5-Trichlorophenol (400.0) M-Cresol (200.0) Lead (5.0) 2,4,6-Trichlorophenol (2.0) o-Cresol (200.0) Lindane (0.4) 2,4,5 TP ( Silvex) (1.0) p-Cresol (200.0) Mercury (0.2) Vinyl Chloride (0.2) Cresol (200.0) Methoxychlor (10.0) 2,4-D (10.0) Methyl ethyl ketone (200.0) The residuals will also be sampled based on the chart below for the following constituents based on production per year Dry Tons Generated (short tons per year) Monitoring Frequency (Established in 40 CFR 503 and 15A NCAC 02T.1111) <319 1 time per year =>319-<1,650 1 per Quarter (4 times per year) =>1,650-<16,500 1 every 60 days (6 times per year) =>16,500 1 every month (12 times per year) Aluminum Ammonia -Nitrogen Arsenic Cadmium Calcium Copper Lead Sodium Adsorption Ratio (SAR) Magnesium Mercury Molybdenum Nickel Nitrate -Nitrite Nitrogen Phosphorous Potassium pH Plant Available Nitrogen (calculation) Selenium Sodium Total Solids Total Kjeldahl Nitrogen Zinc In order to meet pathogen requirements, the material will be sampled for fecals to prove that the residuals have met the pathogen requirements of the permit. There are no pathogen or vector attraction reduction requirements for non -biological materials with no domestic wastewater contribution to them or have not been mixed with any other residuals. Only biological residuals will be tested to comply with pathogen and vector attraction reduction requirements. The samples will be pulled from the sample points that are designated in the residuals sampling plan. The samples that will be pulled are a TCLP, nutrient and metals sample and pathogen/VAR samples as needed to prove that the material is suitable for land application. The nutrient and metal and TCLP sample will be collected randomly and consist of at least 10 individual samples mixed together in order to get the composite sample for these parameters. Overall, the material in question are very consistent and there should not be any seasonal fluctuations in these residuals. The following people are responsible for sampling: Adam Brigman; Technical Services Manager; or his designee. OPERATIONS AND MAINTENANCE PLAN SYNAGRO RESIDUALS LAND APPLICATION FOR WQ0035207 (Synagro Central) Operational Functions The operation function of this project is going to involve mixing the lagoon up with either a tractor powered Houle pump or through the utilization of a dredge to achieve a well -mixed and consistent material that is suitable for land application from the Pittsboro WTP, Dunn WTP, Franklin WTP, SJWD WTP, Graham Mebane WTP, City of Reidsville WTP, Mooresville WTP, Charlotte Water Lee S. Dukes WTP, City of Albemarle Tuckertown WTP, L.B. Stovall WTP, Roanoke River Service Authority WTP, Siler City WTP, Kerr Lake WTP, and South Fork Industries Maiden Plant. Brunswick NW WTP and Elizabeth City material will be either mixed on site or hauled via tankers to a belt press to press material to a cake material. This material will be loaded on to tractor trailers and hauled to land application sites. City of Durham, Williams WTP is going to be hauled to the City of Durham Brown WTP and mixed with the Brown plant alum residuals. Once the 2 materials are mixed they will be pumped to a belt filter press and dewatered for cake land application. City of Greensboro WTP residuals will be dredged and dewatered through use of a centrifuge. Piedmont Triad RWA's John F. Kime WTP material, and Charlotte Water's Walter M. Franklin WTP material will be dewatered via belt filter press. Both cake materials that are produced will be land applicable. All material is going to be spread at agronomic rates that are determined by the nutrient and metal sample that is current for that monitoring period_ Pittsboro WTP, Dunn WTP, Franklin WTP, City of Reidsville WTP, Tuckertown WTP, Lee S. Dukes WTP, South fork Industries, Kerr Lake WTP, Siler City WTP, and L.B. Stovall material is going to be spread with a liquid applicator that will use pressure to spread the material in such a way to achieve a consistent spread pattern. Brunswick NW WTP, Durham Brown, Williams WTP, John F. Kime WTP, Elizabeth City and Walter M. Franklin WTP material is going to be dumped in the field and loaded into a cake spreader with a front-end loader. The spreader will able to spread the material in an even and consistent manner. The material is going to be land applied on fields that have grass growing on them that are going to either be grazed or cut for hay for animal feed some fields may be in row crop production and rates will be determined by RYE for the crop that � s going to be grown for animal consumption. SAFETY MEASURES Synagro believes in operating in a safety conscious manner and is has all employees participate in quarterly online safety course that are designed to help its employees recognize safety issues and take steps to prevent accidents from occurring. In addition, all Synagro employees have the authority to stop operations if they think any aspect of the operation is going to cause environmental or personal harm. Maintenance Schedule Synagro will follow the maintenance schedule as recommended by the Synagro fleet manager for the equipment necessary to complete the job. State of North Carolina Department of Environmental Quality DWIRDivision of Water Resources ^ RESIDUALS SOURCE CERTIFICATION ivision of Water Resources INSTRUCTIONS FOR FORM: RSC 06-16 Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. Unless otherwise noted the Applicant shall submit one original and two copies of the application and supporting documentation For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting_ Unit General — This certification provides detailed information of residuals source generating facility and its residuals quality for land application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15). Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Residuals Source Certification (FORM: RSC 11-15): ® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ® For new or renewed permits, submit a separate certification for each source facility. ® For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification. ® Complete the residuals source facility summary page. List all new, renewed, or modified facilities. B. Residuals Source -Generating Facility Information: For each source facility, attach the following: ® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for Residuals Land Application Permits". ® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals are to be generated, treated, processed, and stored at the facility. ® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8. Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed, and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during processing. ® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition, ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as they are to be land applied, distributed, and/or disposed. C. Residuals Quality Information: ® For each source facility, attach the following: ® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification. ® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector attraction reduction requirements. ® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please attach analytical results of residuals generated from a similar facility along with the description of similarities of the two facilities. INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of l /`e 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: Waypoint Analytical and Date of analysis: 3/14/2023 Parameter Ceiling Concentration Limits (ClassA & ClassB) (mg/kg) Monthly Average Concentration Limits (Class A Only) (mg/kg) Result (mg/kg) Arsenic 75 41 <14.7 Cadmium 85 39 6.26 Copper 4,300 1,500 15.6 Lead 840 300 <8.82 Mercury 57 17 <4.74 Molybdenum 75 n/a <7.35 Nickel 420 420 33.2 Selenium 100 100 <14.7 Zinc 7,500 2,800 <36.8 b. For Surface Disposal Unit (landfilt): Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following metal parameters: Laboratory: and Date of analysis:'; Distance from Disposal Unit to Boundary to Closest Property Line (meters, check one) Arsenic (mg/kg) Chromium (m9/k9) Nickel (m9/k9) ❑-> 0 but < 25 30 200 210 ❑ > 25 but < 50 34 220 240 ❑ > 50 but < 75 39 260 270 ❑ >_ 75 but < 100 46 300 320 ❑ > 100 but < 125 53 360 390 ❑ > 125 62 450 420 Result (mg/kg) FORM: RSC 06-16 Page 3 of 5 5. Nutrient/Micronutrient Determination: Complete the following: a. Total solids: 3.44 %. b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and micronutrient parameters: Laboratory: Waypoint Analytical and Date of analysis: 3/14/2023 Parameter Result (mg1kg) Aluminum 11,300 Ammonia -Nitrogen 3,760 Calcium 1,490 Magnesium 921 Nitrate -Nitrite Nitrogen <147 pH (Standard Unit) 6.8 Phosphorus 1,960 Potassium 453 Sodium 1,010 Total Kjeldahl Nitrogen 26,200 c. Using the results listed in Item H. 5b. above, calculate the sodium adsorption ration (SAR): 1.41 [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: 40 %. This rate is a (check one): [D 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: Water Treatment Process 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 (11� Year PAN Five -Year Maximum Adjusted PAN (mg1kg) (mg/kg) Surface 22,006 31,669 Injection/Incorporation 25,766 35,429 6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide the results of the latest analyses: None FORM: RSC 06-16 Page 4 of 5 �. 7. Pathotien Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements: a. For DistributionlEand Application of Class A or Equivalent: El A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids, or Ll A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids. AND one of the followings (except for non -biological residuals): Alternative 1 [15A NCAC 02T.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. ❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] -Process to Further Reduce Pathogens (PFRP). Specify one: ❑ composting, ❑' heat drying, ❑ heat treatment, thermophilic aerobic digestion, ❑ beta ray irradiation, gamma ray irradiation, or ❑ pasteurization. b. For Land Application of Class B: Alternative 1 [15A NCAC 02T.1106(c)(1)] - Fecal Coliform Density Demonstration. ❑ Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP). Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion, composting, or ❑ lime stabilization. c. For Surface Disposal: '❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above. Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item H. 7b. above. []' Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)]. Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution. 8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements: ❑, Alternative I [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion). ❑ Alternative 2 [15A NCAC 02T.1107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion). Alternative 3 [15A NCAC 02T.1107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion). Alternative 4 [15A NCAC 02T. I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion). ❑' Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes. Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization. Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals. Alternative 8 [15A NCAC 02T.1107(a)(8)] - Drying of Unstabilized Residuals. Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection. Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation. Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. I 107(b)(2)]. Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution. Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur when these residuals are applied and left on the land surface. FORM: RSC 06-16 Page 5 of 5 Siler City Water Treatment Plant Narrative for Class A Residuals This project involves the removal of water treatment plant residuals from the Siler City Water Treatment Plant. These residuals are a product of the water treatment process. Due to increased production at the WTP and the Siler City WWTP being unable to handle the increased residuals, Synagro has increased the hauling events at the Siler City WTP. In 2022 we done 233 DT and went over the permitted dry tonnage. In 2023 we realized that we were going to go past the permitted dry tonnage again. After discussions with Siler City, it was found that their production would be increasing substantially in the coming years due to a new system coming online. That is why we are asking the permitted tonnage to be increased to 1,000 Dry Tons. Operationally, Synagro will mix the storage lagoon, load tanker trucks to transport to the fields, where the material will be offloaded to liquid applicators for surface application. No additional processes or treatments will be conducted on the material in question. The residuals will be land applied to agricultural fields at concentrations below or up to the agronomic rate based on nitrogen content of the material. The residuals receive no further treatment after they are placed in the lagoon. Synagro is going to flag the fields to make sure all buffers are followed as outlined in the permit. Synagro is also going to spread all the material to further ensure that all buffers are followed. �7 f DCAR Marketability Statement Siler City Water Treatment Plant Residuals will be given to local farmers for crop or grass production. Synagro will land apply material for the local farmers who choose to receive residuals. The spreaders will be able to spread the material in an even and consistent manner. The material is going to be land applied on fields that have grass growing on them that are going to either be grazed or cut for hay for animal feed some fields may be in row crop production and rates will be determined by RYE for the crop that is going to be grown for animal consumption. An estimated 1,000 dry tons will be land applied from the Siler City Water Treatment Plant. Quantitative Justification for Residuals Production Rate Siler City WTP Between the years of 2016 and 2019, the Siler City WTP has land applied approximately 65.25 dry tons of material each year. Since 2019 the dry tonnage has increased significantly, averaging 155 dry tons, without plant upgrades. Plant upgrades are planned soon. It is requested that Siler City WTP be permitted to land apply a maximum of 1,000 dry tons per year to account for any plant fluctuations or future maintenance cleanouts. Dry tons land applied between 2016 and 2023. Year Dry Tons 2016 57 2017 44 2018 54 2019 106 2020 139 2021 142 2022 233 2023 APROX.300 N r— r le' , 06 E ;3- C. —1 UL E :3 CL di E ci (U LA W cu VICINITY MAP pq j I V2 c COUNTY: Chatham ONVN-ER(S): Siler City Water Treatment Plant Residuals Sampling Plan Synagro Residuals Land Application for WQ0035207 Siler City Water Treatment Plant Nutrients and Metals Analysis • Sampling Point: Storage Lagoon • Sampling Frequency: Quarterly • Sample Type: Composite • Lab: Waypoint Analytical Pathogen Reduction (Not Required) Vector Attraction Reduction (Not Required) TCLP • Sampling Point: Storage Lagoon • Sampling Frequency: Annually • Sample Type: Composite • Lab: Summit Environmental Labs Synagro Central Land Application Permit WQ0035207 Label for Land Application The residuals that are land applied from Siler City Water Treatment Plant are produced at: 950 Water Plant Rd, Siler City, NC 27344. Mr. Chris McCorquodale, Public Works and Utilities Director is the preparer of the residuals and responsible for the plant operations. The residuals from Siler City Water Treatment Plant will be applied to agricultural If at agronomic rates based on the RYE rate for the fields and crops to be grown. The residuals will not be applied to frozen, snow covered or flooded fields. The fields will be flagged with the following buffers to help prevent runoff from the applied fields: Setback Description Setback by residual type (feet) Liquid Cake* Private or public water supply 100 100 Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands) 100 25 Surface water diversions (ephemeral streams, waterways, ditches 25 0 Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT) 25 0 Wells with exception to monitoring wells 100 100 Bedrock outcrops 25 0 Residuals produced by Siler City Water Treatment Plant will be applied to agricultural fields in bulk and will be applied according to this label as well as following all permit conditions as listed in the land application permit WQ0035207. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. OPERATIONS AND MAINTENANCE PLAN SYNAGRO RESIDUALS LAND APPLICATION FOR WQ0035207 (Synagro Central) Inspection Plan Inspections for the land application of residuals will be conducted on a weekly basis at the land application site during the land application activities of this project. The inspection frequency is based on the time frame that it is going to take to complete the project and the amount of dry tons to be land applied from this facility. The inspections will consist of inspecting a current field that is being applied as well as inspecting random fields that have been completed. These inspections will consist of: 1. Verifying that the Pre -Operations Check List has been completed and signed by both Operations and Technical staff. 2. Checking the calculated loads to ensure the correct amount of residuals are being land applied. 3. Ensure that all manned equipment has a copy of the spill control plan, the permit, and the operations and maintenance plan. 4. Ensure that the field has been flagged properly and that all buffers are being adhered to. 5. Ensure that the Crop and Landowner Verification form has been filled out. 6. Verifying that the correct number samples of the residuals have been taken and that it meets the criteria for land application. 7. The records will be kept in the project files in the respective office for the project. 8. The Permittee or Inspector shall report by telephone to the Raleigh Regional Office by Telephone at 919-791-4200 Asheville Regional Office by telephone at 828-296-4500, Wilmington Regional Office at 910-796-7215 ,Winston Salem Regional Office at 336-776-9800, Mooresville Regional office at 704-663-1699, or Fayetteville Regional Office 910-433- 3300 as soon as possible but no later than 24 hours after or the next working day following the occurrence or the first knowledge of the occurrence of the following. • Any occurrence with the distribution program resulting in the land application of significant amounts of material that is abnormal in quantity or characteristics. • Any failure of the distribution system that results in the release to surface waters. • Any time that self -monitoring indicates that the facility has gone out of compliance with the permit. • Any process failure that results in the system not adequately treating the residuals. • Any spill or discharge from a vehicle or piping system during residuals transportation. • Any release that requires immediate reporting outside of normal business hours shall be called in to DENR at 1- 800-662-7956, 1-800-858-0368, or 1-919-733-3300. These numbers are to be called in the event of a release to surface waters, imminent failure of a storage system when the event occurs outside of normal business hours. • Within 5 days of the first notice of an occurrence a written response in the form of a letter shall be sent to DENR outlining the actions taken or purposed actions taken to ensure that the problem does not recur. Persons responsible for inspections on this project are as follows: Adam Brigman; Technical Services Manager, or his designee maw ENV] ROM 1AENTALTECHNOtrtGir , N Anat}trtcirt LAboraftvIeE February 10, 2023 Ryan Copeland Synagro 284 Boger Rd. Mocksville, NC 27028 TEL: FAX: RE: Siler City WTP Dear Ryan Copeland: Summit Environmental Technologies, Inc. 3310 Win St. Cuyahoga Falls, Ohio 44223 TEL: (330) 253-8211 FAX.- (330) 253-4489 Wehsite: htta-11www.settek.com Order No.: 23011733 Summit Environmental Technologies, Inc. received 1 sample(s) on 1/27/2023 for the analyses presented in the following report. There were no problems with the analytical events associated with this report unless noted in the Case Narrative. Quality control data is within laboratory defined or method specified acceptance limits except where noted. If you have any questions regarding these tests results, please feel free to call the laboratory. Sincerely, 1 M---1 Jennifer Woolf Project Manager 3310 Win St. Cuyahoga Falls, Ohio 44223 Arkansas 88-0735, California 2943, Colorado, Connecticut PH-0108, Florida NELAC E87688, Idaho OH00923, Illinois 200061, Indiana C-OH-13, ISO/IEC 17025:2017 119125 L22-544, Kansas E-10347, Kentucky (Underground Storage Tank) 3, Kentucky 90146, Maryland 339, Michigan 9988, Minnesota 1780279, Nevada OH009232020-1, New Hampshire 2996, New Jersey 011006, New York 11777, North Carolina 39705 and 631, North Dakota R-201, Ohio DW, Ohio VAP CL0052, Oklahoma 2019-155, Oregon OH200001, Pennsylvania 68-01335, Rhode Island LA000317, South Carolina 92016001, Texas T104704466-19-16, Utah OH009232020-12, Virginia VELAP 10381, West Virginia 9957C Page 1 of 36 IT Summit Environmental Technologies, Inc. 3310 Win St. Case Narrative =100FISUMM E` MONMENTALTECHNOLOGIES.INC CWahoga Falls, Ohio 44223 w0#: 23011733 AnalyrtiCal Labera1P neLe TEL: (330) 253-8211 FAX: (330) 253-4489 Website: http:llwww.settek.com Date: 2/10/2023 CLIENT: Synagro Project: Sher City WTP WorkOrder Narrative: 23011733: This report in its entirety consists of the following documents: Cover Letter, Case Narrative, Analytical Results, QC Summary Report, Applicable Accreditation Information, Chain -of -Custody, Cooler Receipt Form, and other applicable forms as necessary. All documents contain the Summit Environmental Technologies, Inc., Work Order Number assigned to this report. Summit Environmental Technologies, Inc., holds the accreditations/certifications listed at the bottom of the cover letter that may or may not pertain to this report. Please refer to the "Accreditation Program Analytes Report" for accredited analytes list. The information contained in this analytical report is the sole property of Summit Environmental Technologies, Inc. and that of the customer. It cannot be reproduced in any form without the consent of Summit Environmental Technologies, Inc. or the customer for which this report was issued. The results contained in this report are only representative of the samples received. Conditions can vary at different times and at different sampling conditions. Summit Environmental Technologies, Inc. is not responsible for use or interpretation of the data included herein. All results for Solid Samples are reported on an "as received" or "wet weight" basis unless indicated as "dry weight" using the "-dry" designation on the reporting units. This report is believed to meet all of the requirements of the accrediting agency, where applicable. Any comments or problems with the analytical events associated with this report are noted below. Analytical Sequence Sample Notes: 23011733-001a TCLP-SVOC_8270E: CCV exhibited high recovery for Pentachlorophenol. Sample is ND for this analyte. 23011733-001A TCLP-VOC-MSTR_8260D: Possible low bias for Vinyl chloride due to low recovery in the CCV. Adequate sensitivity demonstrated in Reporting Limit Check. Original Page 2 of 36 �� Summit Environmental Technologies, Qualifiers and Acronyms suo"M3310 Win.. Eivt+irtr�l.?Lt rdTAt TECHNOt OGIFS, WC Cuyahoga Falls, Ohio 4421 WO#: 23011733 A.naiyflcai tabo+'atnnmc TEL: (330) 253-8211 FAX: (330) 253-445 Website: httn://www.settek.co Date: 2/10/2023 These commonly used Qualifiers and Acronyms may or may not be present in this report. Qualifiers U The compound was analyzed for but was not detected. J The reported value is greater than the Method Detection Limit but less than the Reporting Limit. H The hold time for sample preparation and/or analysis was exceeded. D The result is reported from a dilution. E The result exceeded the linear range of the calibration or is estimated due to interference. MC The result is below the Minimum Compound Limit. x The result exceeds the Regulatory Limit or Maximum Contamination Limit. in Manual integration was used to determine the area response. d Manual integration in which peak was deleted N The result is presumptive based on a Mass Spectral library search assuming a 1:1 response. P The second column confirmation exceeded 25% difference. C The result has been confirmed by GUMS. X The result was not confirmed when GUMS Analysis was performed. B/MB+ The analyte was detected in the associated blank. G The ICB or CCB contained reportable amounts of analyte. QC-/+ The CCV recovery failed low (-) or high (+). R/QDR The RPD was outside of accepted recovery limits. QL-/+ The LCS or LCSD recovery failed low (-) or high (+). QLR The LCS/LCSD RPD was outside of accepted recovery limits. QM-/+ The MS or MSD recovery failed low (-) or high (+). QMR The MS/MSD RPD was outside of accepted recovery limits. QV-/+ The ICV recovery failed low (-) or high (+). S The spike result was outside of accepted recovery limits. Z Deviation; A deviation from the method was performed; Please refer to the Case Narrative for additional information Acronyms ND Not Detected RL Reporting Limit QC Quality Control MDL Method Detection Limit MB Method Blank LOD Level of Detection LCS Laboratory Control Sample LOQ Level of Quantitation LCSD Laboratory Control Sample Duplicate PQL Practical Quantitation Limit QCS Quality Control Sample CRQL Contract Required Quantitation Limit DUP Duplicate PL Permit Limit MS Matrix Spike RegLvl Regulatory Limit MSD Matrix Spike Duplicate MCL Maximum Contamination Limit RPD Relative Percent Different MinCL Minimum Compound Limit ICV Initial Calibration Verification RA Reanalysis ICB Initial Calibration Blank RE Reextraction CCV Continuing Calibration Verification TIC Tentatively Identified Compound CCB Continuing Calibration Blank RT Retention Time RLC Reporting Limit Check CF Calibration Factor DF Dilution Factor RF Response Factor This list of Qualifiers and Acronyms reflects the most commonly utilized Qualifiers and Acronyms for reporting. Please refer to the Analytical Notes in the Case Narrative for any Qualifiers or Acronyms that do not appear in this list or for additional information regarding the use of these Qualifiers on reported data. Original Page 3 of 36 r=zm I Summit Environmental Technologies, Inc. 3310 Win St. WOrkOrder Sample Summary €gs4+1 ?4ltitd Piz L FED u0 �;',1F3,'NC Cuyahoga Falls, Ohio 44223 p y An,fynfcal Labarafanes TEL: (330) 253-8211 FAX.- (330) 253-4489 WO#: 23011733 Website: http://www.settek.com 10-F,eb-23 CLIENT: Synagro Project: Siler City WTP Lab SampleID Client Sample ID Tag No Date Collected Date Received Matrix 23011733-001 Siler City WTP 1/26/2023 9:55:00 AM 1/27/2023 10:10:00 AM Sludge Page 4 of 36 Y a a a w a F M M A M N m v� Cl) cy o o 0 0 0 0 0 0 � o 0 ti "p V' am �n in o N rn O N �!? o CD cn O O 'r M O N ti iO M N M N N M N N M N O� M N Ol m N h m N M N N M M N N O O O O O O O Cl O O N N N N N N N N A m 0 o 0 o � o 0 0 0 10 N N cV N a a a a 0 0 0 0 0 0 0 0 m GC E1 vi M M vi M M vi M M vi M M u O N O N O N O N to N N V N � � M Do 00 •� cO b p 74 74 x w cn .o O x ry 5 ^� m H 3 e o �t W O O cn E � c � O N O N � U N u c u 10 a � U 8 uj �" ++ U it rA � aki O u IALU U vn z � � O. 0 O M VF+ rig N Summit Environmental Technologies, Inc. Analytical Report .# I' 3310 Win St. (base report) Et J{71�N7d`ctA7ALCl rt iQtrrt�a. Cuvahoga Falls, Ohio44223 Analytical Laber1`at! nev TEL: (330) 253-8211 FAX (330) 253-4489 WO#: 23011733 Website: http://wwiv.settelc.cont Date Reported: 2/10/2023 CLIENT: Synagro Tag Number: Matrix: SLUDGE Collection Date: 1/26/2023 9:55:00 AM Lab ID: 23011733-OOIA Project: Siler City WTP Client Sample ID Siler City WTP Analyses Result RL Qual Units DF Date Analyzed TCLP METALS, VOC, BNA, PEST, HERB -SOLID SW7470A SW7470A Analyst: JJF TCLP MERCURY ANALYSIS (SW131117470) TCLP Mercury ND 0.00200 mg/L 1 2/7/2023 9:52:00 AM TCLP METALS, VOC, BNA, PEST, HERB -SOLID SW6010 SW3010A Analyst: RJE TCLP METALS ANALYSIS (SW1311/6010) TCLP Arsenic(As) ND 0.500 mg/L 1 2/7/2023 7:09:00 AM TCLP Barium(Ba) ND 5.00 mg/L 1 2/7/2023 7:09:00 AM TCLP Cadmium(Cd) ND 0.100 mg/L 1 2/7/2023 7:09:00 AM TCLP Chromium(Cr) ND 0.200 mg/L 1 2/7/2023 7:09:00 AM TCLP Lead(Pb) ND 0.500 mg/L 1 2/7/2023 7:09:00 AM TCLP Selenium(Se) ND 0.0500 mg/L 1 2/7/2023 7:09:00 AM TCLP Silver(Ag) ND 0.500 mg/L 1 2/7/2023 7:09:00 AM TCLP METALS, VOC, BNA, PEST, HERB -SOLID SW8270 SW3510C Analyst: CSS TCLP SEMI-VOLATILES ANALYSIS (SW131118270) 1,4-Dichlorobenzene ND 0.100 mg/L 1 2/7/2023 2:05:00 AM 2,4,5-Trichlorophenol ND 0.250 mg/L 1 2/7/2023 2:05:00 AM 2,4,6-Trichlorophenol ND 0.250 mg/L 1 2/7/2023 2:05:00 AM 2,4-Dinitrotoluene ND 0.0500 mg/L 1 2/7/2023 2:05:00 AM Cresols, Total ND 5.00 mg/L 1 2/7/2023 2:05:00 AM Hexachloro-1,3-butadiene ND 0.0200 mg/L 1 2/7/2023 2:05:00 AM Hexachlorobenzene ND 0.0500 mg/L 1 2/7/2023 2:05:00 AM Hexachloroethane ND 0.100 mg/L 1 2/7/2023 2:05:00 AM Nitrobenzene ND 0.100 mg/L 1 2/7/2023 2:05:00 AM Pentachlorophenol ND 0.250 QC+ mg/L 1 2/7/2023 2:05:00 AM Pyridine ND 0250 mg/L 1 2/7/2023 2:05:00 AM Surr: 2-Fluorophenol 70.6 10 - 157 %Rec 1 2/7/2023 2:05:00 AM Surr: PhenoW6 66.7 10 -169 %Rec 1 2/7/2023 2:05:00 AM Surr: Nitrobenzene-d5 81.5 32.1 - 130 %Rec 1 2/7/2023 2:05:00 AM Surr: 2,4,6-Tribromophenol 97.0 45.4 - 166 %Rec 1 2/7/2023 2:05:00 AM Surr: 2-Fluorobiphenyl 84.6 35.7 - 130 %Rec 1 2/7/2023 2:05:00 AM Surr: p-TerphenylA14 72.8 70 - 145 %Rec 1 2/7/2023 2:05:00 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded M Manual Integration used to determine area response _ MC Value is below Minimum Compound Limit. N Tentatively identified compounds ND Not Detected OG1 P Second column confirmation exceeds PL Permit Limit Original R RPD outside accepted recovery limits RL Reporting Detection Limit Page 6 of 36 Su nmit Environmental Technologies, Inc. Analytical Report 3310 Win St. �T. 1 s011ME;iTA Cuyahoga Falls, Ohio 44223 (base report) AnMyticat ittborardt't TEL (330) 253-8211 FAX: (330) 253-4489 WO#: 23011733 Website: http://wiviv.settek.co7n Date Reported: 2/10/2023 CLIENT: Synagro Matrix: SLUDGE Lab ID: 23011733-OOIA Project: Siler City WTP Client Sample ID Siler City WTP Analyses Result TCLP METALS, VOC, BNA, PEST, HERB -SOLID TCLP PESTICIDES ANALYSIS (SW131118081) Chlordane, total ND Toxaphene ND Endrin ND gamma-BHC ND Heptachlor ND Heptachlor epoxide ND Methoxychlor ND Surr: TCMX 58.0 Surr: DCB 62.5 TCLP HERBICIDES BY EPA 8321 B 2,4-D ND 2,4,5-TP ND Surr: 2,4-Dichlorophenylacetic aci 98.7 TCLP METALS, VOC, BNA, PEST, HERB -SOLID TCLP VOLATILES ANALYSIS 1,1-Dichloroethene ND 1,2-Dichloroethane ND MEK ND Benzene ND Carbon tetrachloride ND Chlorobenzene ND Chloroform ND Tetrachloroethene ND Trichloroethene ND Vinyl Ghlo ide NO Surr: 4-Bromofluorobenzene 102 Surr: Dibromofluoromethane 92.2 Surr: Toluene-d8 109 Tag Number: Collection Date: 1/26/2023 9:55:00 AM RL Qual Units DF Date Analyzed SW8081 SW3510C Analyst: PGP 0.0125 mg/L 5 2/7/2023 5:52:00 PM 0.0250 mg/L 5 2/7/2023 5:52:00 PM 0.00250 mg/L 5 2/7/2023 5:52:00 PM 0.00250 mg/L 5 2/7/2023 5:52:00 PM 0.00250 mg/L 5 2/7/2023 5:52:00 PM 0.00250 mg/L 5 2/7/2023 5:52:00 PM 0.00250 mg/L 5 2/7/2023 5:52:00 PM 10 - 119 %Rec 5 2/7/2023 5:52:00 PM 10 - 119 %Rec 5 2/7/2023 5:52:00 PM SW8321 Analyst: PGP 0.500 mg/L 50 2/6/2023 9:00:00 AM 0.500 mg/L 50 2/6/2023 9:00:00 AM 70 - 130 %Rec 50 2/6/2023 9:00:00 AM SW8260 Analyst: ALS 0.500 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1:33:00 AM 20.0 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1:33:00 AM 5.00 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1:33:00 AM 0.500 mg/L 100 2/10/2023 1.33.00 AM 0.200 Q0- —O/L 100 2/10/2023 1:33:00 AM 70 - 130 %Rec 100 2/10/2023 1:33:00 AM 70 - 130 %Rec 100 2/10/2023 1:33:00 AM 70 - 130 %Rec 100 2/10/2023 1:33:00 AM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded P -- MC Value is below Minimum Compound Limit. ND Not Detected P Second column confirmation exceeds R RPD outside accepted recovery limits E Value above quantitation range M Manual Integration used to determine area response N Tentatively identified compounds OG 1 PL Permit Limit Original RL Reporting Detection Limit Page 7 of 36 Summit Environmental Technologies, Inc. IM Analytical Report 3310Win St. EXVI t0t9>°dETTr L AEG tta[ „tv xtr, Cuyahoga Falls, Ohio 44223 (base report) rtn?fSTrcat lab+aralonet TEL: (330) 253-8211 FAX- (330) 253-4489 WO#: 23011733 Wehsite: http://Www.settek.com Date Reported: 2/10/2023 CLIENT: Synagro Tag Number: Matrix: SLUDGE Collection Date: 1/26/2023 9:55:00 AM Lab ID: 23011733-001A Project: Siler City WTP Client Sample ID Siler City WTP Analyses Result RL Qual Units DF Date Analyzed RCI SW9014 Analyst: MS REACTIVE CYANIDE (9014/7.3.3.2)-SOLID Cyanide, Reactive ND 0.485 mg/Kg 1 2/3/2023 2:35:00 PM IGNITABILITY OF SOLIDS (SW-846: 1030) SW1030 Analyst: SMZ Ignitability ncn_flammable mm/sec 1 1/30/2023 6:24:53 PM RCI SW9045D Analyst: SMZ PH (SW9045D) pH 6.2 s.u.@18.8C 1 1/30/2023 6:29:23 PM RCI SW9034 Analyst: MS REACTIVE SULFIDE (9034)/7.3.4.2 Sulfide, Reactive ND 25.0 mg/Kg 1 2/1/2023 2:35:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded '.� MC Value is below Minimum Compound Limit. ND Not Detected P Second column confirmation exceeds R RPD outside accepted recovery limits E Value above quantitation range M Manual Integration used to determine area response N Tentatively identified compounds OGI PL Permit Limit Original RL Reporting Detection Limit Page 8 of 36 Summit Environmental Technologies, Inc. Accreditation Program 3310 Win St. Anal tes Report y p Cuyahoga Falls, Ohio 44223 i_ratytte f tara_ratnr�t< TEL: (330) 253-8211 FAX- (330) 253-4489 WO#: 23011733 Website: http://www.settek.com 10-Feb-23 Client: Synagro State: NW Project: Siler City WTP Program Name: NC_WW_SCM Sample ID Matrix Test Name Analyte Status 23011733-OOIA Sludge Ignitability of Solids (SW-846: 1030) Ignitability A Sludge pH (SW9045D) Hydrogen Ion (pH) A Sludge Reactive Cyanide (9014/7.3.3.2)-Solid Cyanide, Reactive U Sludge Reactive Sulfide (9034)/7.3.4.2 Sulfide, Reactive U Sludge TCLP Herbicides by EPA 8321B 2,4,5-TP A Sludge TCLP Herbicides by EPA 8321B 2,4-D A Sludge TCLP Mercury Analysis (SW1311/7470) Mercury A Sludge TCLP Metals Analysis (SW 1311/6010) Arsenic A Sludge TCLP Metals Analysis (SW 1311/6010) Barium A Sludge TCLP Metals Analysis (SW 1311/6010) Cadmium A Sludge TCLP Metals Analysis (SW 1311/6010) Chromium A Sludge TCLP Metals Analysis (SW 1311/6010) Lead A Sludge TCLP Metals Analysis (SW 1311/6010) Selenium A Sludge TCLP Metals Analysis (SW 1311/6010) Silver A Sludge TCLP Pesticides Analysis (SW1311/8081) Chlordane, total A Sludge TCLP Pesticides Analysis (SW1311/8081) Endrin A Sludge TCLP Pesticides Analysis (SW1311/8081) gamma-BHC A Sludge TCLP Pesticides Analysis (SW1311/8081) Heptachlor A Sludge TCLP Pesticides Analysis (SW1311/8081) Heptachlor epoxide A Sludge TCLP Pesticides Analysis (SW1311/908t) Methoxychlor A Sludge TCLP Pesticides Analysis (SW1311/8081) Toxaphene A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) 1,4-Dichlorobenzene A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) 2,4,5-Trichlorophenol A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) 2,4,6-Trichlorophenol A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) 2,4-Dinitrotoluene A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) Cresols, Total A Sludge TCLP Semi-Volatiles Analysis (SW 1311/8270) Hexachlorobenzene A Sludge TCLP Semi-Volatiles Analysis (SW 1311/8270) Hexachlorobutadiene A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) Hexachloroethane A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) Nitrobenzene A Sludge TCLP Semi-Volatiles Analysis (SW1311/8270) Pentachlorophenol A Sludge TCLP Semi-Volatiles Analysis (SW 1311/9270) Pyridine A Original # 1 Page 9 of 36 C� — summit Environmental Technologies, Inc. Accreditation Program 3310 Win St. 44223 Anal tes Report Y P Cuyahoga Falls, Ohio rlRuilrtl� t l rsr i6rd€ TEL: (330) 253-8211 FAX: (330) 253-4489 WO#: 23011733 Wehsite: h!W.-Ilwww.settek.com 10-Feb-23 Client: Synagro State: NW Project: Siler City WTP Program Name: NC_WW_SCM Sample ID Matrix Test Name Analyte Status 23011733-OOIA Sludge TCLP Volatiles Analysis 1,1-Dichloroethene A Sludge TCLP Volatiles Analysis 1,2-Dichloroethane A Sludge TCLP Volatiles Analysis 2-Butanone A Sludge TCLP Volatiles Analysis Benzene A Sludge TCLP Volatiles Analysis Carbon tetrachloride A Sludge TCLP Volatiles Analysis Chlorobenzene A Sludge TCLP Volatiles Analysis Chloroform A Sludge TCLP Volatiles Analysis Tetrachloroethene A Sludge TCLP Volatiles Analysis Trichloroethene A Sludge TCLP Volatiles Analysis Vinyl chloride A Original 41 Page 10 of 36 F N Cl O M M O J N � Q n O) id O N O 0 � G U Z Z m . 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N f0 J J J J J J J i0 U Q I0 - F0 - F H H H H a d N N � O O +' O O O O O O O N N E N r r � r r r � m N N � O N U7 = ❑ ❑ O O O O O O O O O of W W 07 00 a O C J Q c) t0 Q) V' M M oO w o o 0 0 m 0 m rn 0 rn E o m o o 0 o o o o T O M 16 Y to CL ti IL V = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD > N N N CN N N N 0 Z O U J 0 0 0 0 0 0 0 m F a O O O O o 0 0 N F- a' o Er) o 0 0 0 0 O W In fM (O O 7 ems- Z 0 0 0 01 N N N N N c- N J w N L] Q Q .U- CO 0 0 t0 v N U) U (� (n U) ¢ m E E E rn J J 'a = O 'm N Q m U U i4 co o a a a m a a a m c UU U U U U U I- M N a O N � a !y � a IL o o Of M C a ° o O r V U ry o co o ° s o ca V] Fri a c4 N O M J m x � Q+ W z" N N = p 0 O n to E a 'w _ a >, d m o o Q � Lo by � CY) N +� O E o b T.- E N i o a) M q Y L6 M N a O ILO N Cl) V CL o x o Z ' ap h Vl F- EL a N O aj M b U O o v' z) c C y c6 .p - O 0 T a o -1 b b a LO cn A� c U) NCA, w w < V U J J a M cn 0 0 ❑ O � N E E E M O J J J N ti ❑ IL m a a a M M N M LO ❑N❑ b 1� N h co 1- w id a0i 0 o o Fil p Z Z o 7- Z o Z Z o y ro c ff C c c 17 r uJ in Of U) � a o „ o . roto w r� ,� ❑ ❑ ❑ :a o 0 N N O ro a0i d o x x N O N O o E o M J C=i J M J r L r L r Lrn m QI _ N N = N N = d N = Q (n Q. U) �_ Q y Co N .N ca T J d G J J Q Q Q U W O W O W Oo G Of V V CO c o � ` ai en b M dU > CV q O o ° ° N y 6 O N O 0 O .0 No •� •� U � ry N Co p d o N O W � (� o r o Z o 0 -tlz4i N U J U J U J W U m CL ~ ILF d ~ h N o Cq m b y go Cl) cl a w m N LO u r b •° T T CL _ 6 i7 � m m m m m U. tr a a g U z N w m w m ti f c N Cl) c ° N U) A E41 J J N CD J J += a ❑ a ❑ 5 y a m ° cUHJ m ° c a Q a U Q Q a Al-k. M N C! Ci O r LO a N O J J N � �_ ❑ IL a m COi1 Cl) L Cd b b 1— co h• co O U O ❑ ❑ N f. N O Z Z o Z Z o •ro U o in U) a � U U m w w>. O Ory bA pp ti 'd .i"• ci o o b U m N N O y CIA CD C* E O E xo M J O f=f J TT ` ZA N CU = N N = CU 6 N ❑ ❑ E coco it o NN J O CU 'y ...I > 3 U) 3 a d co 0 d 0 c c m U o U LO 0 0 m U V 4— ° O N �U O 9) N y O w N fn > tN > .O Q� +'ca U ❑ ry v tb v v uoi U LO a) O LO N > > p Z O m ~ Z O m a > 1 m > s In Y Y ti Gi a U) Q. U) W 0 Ix � a ui o ai o o 0 s w F 0 EnH C% W U a ~ a N O Fq M M b �cl ti U)O a ti y CV [O N o a a e a Q m 3 O m E m x y� a U3 CU .� .n 0 3 a Is z� v� Z to rGo T CYq a z c to ai g a OLU N CD O O F+ C t 52, m o E m E m U P�-1 to U Q n i> U Q Q CY 00 00 c) 0 0 O O 0 LO rn 0 C'7 O L7 > m m 6 U U R. m J J U N Q U u Q U 0.a U 0 m 'an Ci Q M co J ❑ rl M C� is v Nd LO T O Z O Z o o 0 c 2 CT (n r a G o w •� O U N O o L OU .b x x N O N M � O 0 N � N m = a7 ❑ a3 ❑ " O LO O 41 N d In N T _L J F LL cu � O J 0 Q N WaO `r- o) E o CV ' .o U CU ❑ � O ffi R UY- > U p m ix ai a c a r a) > 0 o A 7 N � LO o U ai o � W O a � 0 Z U ~ J U O aNi F a LO o o y () LO � 7 00 co U o a) b •a C a � E CU m o CO N N � N a N A cG ctl �cy m m O a) � � E °' c > Ci Nco ❑ LO T a 0 0 Z Z o Of a) ry n M Of CD N _ M J N L _O N N = f0 !0 Q U) E ro .N a 3 J Q U W J 01 E N C D Y W d w ui O a C) > U to Cf) 0 Z O U U) � I CY a n LO N ui � b T O_ U E cp m rn cn a T a a r LCI o � M N m O N � N a S E aci ca cn U Q O O a co O co N 0) Ci E La 00 t0 ❑ LOpl- cn T T 'a' ❑ a 0 0 Z Z o C: fl� U) N a M � N C. w N E M J N L N N = o_ to E T 3 C J Q U W Qf U1 > C Y w a C U) ui z m > v cn a CO N O O Z U U F 0 F- a 4'7 N C Ln to a) ui p a d U E (6 0] 0 a CD 0 q L U r CY o Cc N M N � N N � c Co U Q 0 O O 0 co ' O O O) m O a Mo 'rWry,J N ti I� FTTC^� V1 J m E C Y a m `o d a) !Ecn rn > � 3 Y aj Z U -j o F a_ CN r a cN co n N N N � � N m � rL a. 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W � N P O b0 w Q n b o wCIO N � J O W 'cY V' CDV' (O co CD O (D W CD T It V 12 r �2 r �2 �2 x � P• �] D1 fri N N = m CL ❑ (6 Q �' . 9 m O O SV' O (O O m 0 0 0 COw v v r r• ri n co r� <r r• ti � y aa) a` 3 °ay c � ' a U w It N co O O h N It O 'a' O ti � O O �� 6 O 6 h O 6 O GGy+ y N M -I b ° �- O E > 0 0 0 0 o O o 0 0 0 "40) di o^ 17 m m a CO CL 00 0° N y o � m 0 0 0 0 0 0 0 0 0 0 0 0 0 N N° N N N N N N N 0 0 0 O O � m W j 0 0 0 0 0 0 0 %J w O � 0 0 U) Lo� o 0 0 0 0 0 0 0 0 > 3 N Y _ ° o z r z � .y V fN N I— J ci O CD CD O CD CD O O O O 0 0 0 0 0 0 0 0 0 0 U '•'� !�� �- O O O O O O O O O N {S O O 0 0 0 0 0 0 0 W o O O 0 0 0 0 0 0 0 i cn _ Ori N Z V' aD � U) LO N 4 M 0 0 0 0 0 0 0 0 A i4: oz V N 0 0�� •� J E 0 0 0 0 0 0 0 0 0 — L d Q O C d U (D m P ) ,to. Clu yU,, 00 Za 0 2 a to U) 0o o A. w= 0 U N ro L c t c E E c z J J p N N N-, 2 2j O C E O L !] O s O a L V❑ I- U 22 C� L y '� r 0 N 0 Y U as co m � ¢ N c.� C In fn Cn W c� a T�m���i`> J O o a I C L n U in h N Y I J w a 0 C1 N N n 'S, E N f6 U) U Q U C7 co ce) co O O O r r r- N I- co O O Q) O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 4 0 0— 0 0 0 0 O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O h O zzzzzzzzzz��,o N L C � O O a� o o OD N (0 O s C O O L � L N a)� N o r v m a� 0 0 D O N O O O 0 O U _, Y c •n o o 2> N r CLu m U U U l FC- 5 h ro bA C b � � U O � � O O iL U U w o a o � U a qqq � M -o > o �- 0 b O � U N W co N o b o � � Q 0 o O o 0 o O 0 O O N O O O O O O O O O O O _ ) Y❑yj ❑ ❑ ❑ ❑ z z z z � a g U C tC h � 3 N N � b b U U 16 Q C�^za C C C a 0 0 O O L L N y Fyr U U O � ❑ Y N �- N W o ll—� N O J K P. X �j IS, O � U w m � Of Al o O O O FG N J r �2 �2 x a N � N N = co 0 O O O h h h G p m 0 m o J w � Q co W co o h O O y � y CM E ; ° � s 12 N m o oN y tOD 00 O O yv C pQp� ai "^ m I' m > M O O LO LO r7 J tl N U J 0 0 0 0 0 0 a U d 0 0 0 0 0 0 LO LO LOLO O N N 0 0 0 0 0 0 o W o 0 0 0 0 0 Pa M M h N J� N Z z Z Z U Q m (0 M U p CO 'cl 0 c c U N L Q ZZ a104 C o �+ Gn DO ozR� tz OE OE g a aa)�i o o N O L m o o `o 4 � Fo •• U }N, N O O U O U ��.. t ��n�nin ���� a 4 U Q U 0 U F 1-- > U CO C1 M N ❑ jib r A o ^ N E ti Q T 0 O 0-1 h O a r z z r Cf) V1 ❑ G IL � M O cm E N M O M M 0 M f- 0 0 0 rn N L N O m m ❑ Q E O ti M N I- I'- LO N V M n� ti cyj— O_ a) N LO CO d' N M-t m CO N d m 3 o � Q W LO m 0 N O r- aD (O r O r O 0 r- r W N w O) 00 N O)17 J rn E 0 o r o 0 0 0 0 0 0 / co co C ti s:: N - V � 7 y Ca O pj p ti N y O O to a) 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�� C, M O. NO j LD r i0 r r r r r r r N N N h H cr) o Z roi N ~ J C3' O O O O C:) LO C) CD C, C, C,O N N N N N N •O N N N o Cl Cl o o 0 0 0 O t r1 v] n w' N LO w Q V co W 1-- O O O CD O Z W Z a) N� m W OR� (~O O N N N O C) O O (� n �} a E o m F t3 3 a) a) 0 U Q N s o 0 ti V o 0 a) o 0 _ Lo T m CD a) m .Q a)C:o 7 ' s C r a) a3 O C O O C N N ca N N a)C O` O 3 $ a m m O ❑_ O O E N O N O O O 4 ❑ I- .�.i v C O O O 0 O O f=j O O C ULJ UQI -- 2 m 0 0 0 5 (A C)Q f- F U) b�A ❑ Q (o M (O (O E N N N N Q to a� r a LO v 0 ti 00 - Z Z o U r •a , E a Q� U) m > LOcr) co o v o v CD o fY O o U °0 C O. o o O N co O (O N C1 J O � e2 7 N T W N L W _O is m ❑ Q O N co N y a to E o Lo o of p I r LO an d 00 a>1a 3 C J WO 00 O (3) O y 0.' N W N 'q o C O � O to m J O rn o M co ❑ b a d U ro o O �j a c eD (1) C) O O O 0 0 0 0 7❑p Q r (O r c4 Y F- fA CO O 0 z U o 0 0 0 ~ N N oT N d F o 0 0 ❑ ^ N w O Z 00 c7 r O O N 0 m n U) N � ❑ N U) cn a Q M N N 5q•t4 0 q q 00Lo V ¢ ¢ Z a CY c N m L L o O O O E m 99 Y c (a aoi .- C r N W C (n 0 a r M a 0 0 V O^� ~ d N N N N N N N N N I� eq J N ti �.T.� N Lo 0 a W/ 0) o N o rq 't 0 0 0 �"{ a o o ri ri v v o z zEd o kn io a a � a C w ca O O N ti 0 O W U N d) OT cq h O Q O O O O bD U u a b o 0 ^J N o N i� t O .�0- O M M OM W J �/. P+ N L m N N = t6 tII 'cn -A N M t M N Oo d c a NU = o J Q � W-It t t 0 (D r to N co U m { O O W O) r (3) (D N S7 o y U N N J a ° ° O E o 0 0 0 0 0 m _ o m M ao o°^ 5 O o m 0 0 0 0 0 0 0 0 0 ❑ o❑ Q o -zN co 0 0 0 M o m 2cm[]6 r r r r r N N N h w w a w o x .r -o o o N U J o o o o o o o •o N ~ Nu� LO N N N O N O O O O N W o m W r W T "" t❑ t 0 CD 0 0 0 W z 0 00) (OD N N N _1 Q. O O O O N _A V n � O O_ U 3 0 R n t0 m r P 6� E�! � 13 ❑ V U .d p t N f9 011 U Q N L N U N ap+ cd O N Q A Concn 00 v o 0 Lo Ci m o 0 o c 0 o d) w ti a N m N N N N U1 O O N O O O" 7 7 7 d � E N (9 '2 O O @ U �' (n (n (n el co U Q U C) Page 35 of 36 SummitEnvironmentaZTechnologies, Inc. 3310 Win St. 4Vf tt]idM tJTAL t srvc t q �If „'= t Cuyahoga Falls, Ohio 44223 Sample Log -in Check List dnaipicP1 Labctralon@s TEL: (330) 253-8211 FAX: (330) 253-4489 Website: http://Www.settek.com Client Name: SYN-NC-27028 Work Order Number: 23011733 RcptNo: 1 Logged by: Anthony W. Britton 1127/2023 10:10:00 AM Completed By: Tegan A. Richards 1/27/2023 12:24:40 PM Reviewed By: Jennifer Woolf 1/27/2023 2:35:44 PM ra (� f Chain of Custody 1. Is Chain of Custody complete? Yes ❑ No W Not Present ❑ 2. How was the sample delivered? UPS Lop In 3. Coolers are present? Yes d❑ No ❑ NA ❑ 4. Shipping container/cooler in good condition? Yes ❑d No ❑ Custody seals intact on shipping container/cooler? Yes ❑ No ❑ Not Present ❑� No. Seal Date: Signed By: 5. Was an attempt made to cool the samples? Yes No ❑ NA ❑ 6. Were all samples received at a temperature of >0° C to 6.0°C Yes ❑J No ❑ NA ❑ ram\ 7. Sample(s) in proper container(s)? Yes No ❑ 8. Sufficient sample volume for indicated test(s)? Yes No ❑ g. Are samples (except VOA and ONG) properly preserved? Yes No ❑ 10. Was preservative added to bottles? Yes ❑ No NA ❑ 11. Is the headspace in the VOA vials less than 1/4 inch or 6 mm? Yes ❑ No ❑ No VOA Vials ❑� 12. Were any sample containers received broken? Yes ❑ No 13. Does paperwork match bottle labels? Yes No ❑ (Note discrepancies on chain of custody) 14. Are matrices correctly identified on Chain of Custody? Yes No ❑ 15. Is it clear what analyses were requested? Yes ❑ No ❑ 16. Were all holding times able to be met? Yes No ❑ (If no, notify customer for authorization.) Special Handling (if applicable) 17. Was client notified of all discrepancies with this order? Yes ❑ No ❑ NA 5/ Person Notified: Date: By Whom: �— Via: ❑ eMail ❑ Phone ❑ Fax ❑ In Person Regarding: _�........-- --._....................._. r.__ _._.___....._____ __....,_.__._ Client Instructions: � . _ _..__.........,.. ._._____.. —�- 18. Additional remarks: NC per email state not included �-� Cooler Information Page 36 of 36 Waypoint,, ANALYTICAL 3/22/2023 Synagro Central LLC/ Siler City Mary Brewer 284 Boger Road Mocksville, NC, 27028 Ref: Analytical Testing Report Number: 23-073-0004 Project Description: Siler City WTP 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypointanalytical.com Dear Mary Brewer: Waypoint Analytical Virginia, Inc. received sample(s) on 3/14/2023 for the analyses presented in the following report. The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table if applicable. The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance. The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as - received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information Sincerely, Brandi Watson Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis. Page 1 of 7 (2) Waypoint, 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com Sample Summary Table Report Number: 23-073-0004 Client Project Description: Siler City WTP Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 SM-4500-NH3C WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 9045D WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 4500NO3F-2011 WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 6010D WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 SW-74716 WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 SM-4500-NH3C-TKN WP MTN 61369 Lagoon Solids 03/13/2023 09:38 03/14/2023 SM-254OG WP MTN WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN Page 2 of 7 (2) Waypoint, 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 ANALYTICAL www.waypointanalytical.tom 46490 Synagro Central LLC/ Slier City Project Siler City WTP Mary Brewer Report Date : 03/22/2023 284 Boger Road Information : Received : 03/14/2023 Mocksville , NC 27028 Report Number : 23-073-0004 REPORT OFANAL YSIS Brandi Watson Lab No : 61369 Matrix: Solids Sample ID : Lagoon Sampled: 3/13/2023 9:38 Test Results Units MQL DF Date / Time By Analytical Analyzed Method Moisture 96.6 0/0 0.010 1 03/19/23 17:47 CID SM-2540G Sulfur 8120 mg/Kg - dry 294 1 03/18/23 08:56 BKN 6010D Calcium 1490 mg/Kg - dry 1470 1 03/20/23 19:42 JTR 6010D Aluminum 11300 mg/Kg - dry 147 1 03/18/23 08:56 BKN 6010D ^ Manganese 1660 mg/Kg - dry 14.7 1 03/18/23 08:56 BKN 6010D Organic N 22440 mg/Kg - dry 7353 1 03/21/23 11:00 CALCULATION Nickel 33.2 mg/Kg - dry 7.35 1 03/18/23 08:56 BKN 6010D Lead <8.82 mg/Kg - dry 8.82 1 03/18/23 08:56 BKN 6010D Arsenic <14.7 mg/Kg - dry 14.7 1 03/18/23 08:56 BKN 6010D Selenium <14.7 mg/Kg - dry 14.7 1 03/18/23 08:56 BKN 6010D Test Results Units MQL DF Date / Time By Analytical Analyzed Method Total Solids 3.44 % 0.010 1 03/19/23 17:47 CID SM-2540G Phosphorus 1960 mg/Kg - dry 147 1 03/18/23 08:56 BKN 6010D Copper 15.6 mg/Kg - dry 14.7 1 03/18/23 08:56 BKN 6010D Total Kjeldahl Nitrogen 26200 mg/Kg - dry 7350 1 03/21/23 11:00 JPJ ;M-4500-NH3C-TKP Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit Definitions Page 3 of 7 • Waypoint. ANALYTICAL 46490 Synagro Central LLC/ Siler City Project Mary Brewer 284 Boger Road Information Mocksville , NC 27028 Report Number : 23-073-0004 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypo intanalytical,corn Slier City WTP REPORT OFANALYSIS Report Date : 03/22/2023 Received : 03/14/2023 Brandi Watson Lab No : 61369 Matrix: Solids Sample ID : Lagoon Sampled: 3/13/2023 9:38 Potassium 453 mg/Kg - dry 294 1 03/20/23 19:42 JTR 6010D Magnesium 921 mg/Kg - dry 147 1 03/18/23 08:56 BKN 6010D Sodium 1010 mg/Kg - dry 735 1 03/18/23 08:56 BKN 6010D Iron 341000 mg/Kg - dry 1470 5 03/20/23 19:47 JTR 6010D Zinc <36.8 mg/Kg - dry 36.8 1 03/20/23 19:42 JTR 6010D Ammonia Nitrogen 3760 mg/Kg - dry 2940 1 03/21/23 15:20 JPJ SM-4500-NH3C Nitrate+Nitrite-N <147 mg/Kg - dry 147 1 03/21/23 15:10 ZBD 4500NO3F-2011 Cadmium 6.26 mg/Kg - dry 2.94 1 03/18/23 08:56 BKN 6010D Chromium 14.4 mg/Kg - dry 7.35 1 03/18/23 08:56 BKN 6010D Mercury <4.74 mg/Kg - dry 4.74 1 03/20/23 14:35 FDS SW-7471B pH 6.8 S.U. 1 03/17/23 16:25 SAR 9045D Molybdenum <7,35 mg/Kg - dry 7.35 1 03/18/23 08:56 BKN 6010D Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit Definitions Page 4 of 7 Waypoint(2) ANALYTICAL Ullent: Synagro Central LLC/ Siler City Project: Siler City WTP Lab Report Number: 23-073-0004 Date: 3/22/2023 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypointanalytical.com CASE NARRATIVE Metals Analysis Method 6010D Sample 81088 (UOSA Pellet 1 M 23-2) Analyte: Aluminum QC Batch No: L671023IL670068 The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test was performed and passed quality control acceptance ranges. No matrix interference is suspected. Sample 81088 (UOSA Pellet 1 M 23-2) Analyte: Calcium QC Batch No: 1-671023/1-670068 The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test was performed and passed quality control acceptance ranges. No matrix interference is suspected. Sample 81088 (UOSA Pellet 1 M 23-2) Analyte: Iron QC Batch No: 1-671023/1-670068 The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test was performed and passed quality control acceptance ranges. No matrix interference is suspected. Sample 81088 (UOSA Pellet 1 M 23-2) Analyte: Potassium QC Batch No: L671023IL670068 The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post digestion spike was performed and passed quality control acceptance ranges. No matrix interference is suspected. Sample 81088 (UOSA Pellet 1 M 23-2) Analyte: Phosphorus QC Batch No: L671023IL670068 The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test was performed and passed quality control acceptance ranges. No matrix interference is suspected. Page 5 of 7 Waypoint, i62Richmond, VA 23237 ANALYTICAL Main 80 -7 3-ad, -6446attain SQ4-743-94ti1 °Fax 8Q�1-271-6446 www.waypointanalytical.com Shipment Receipt Form Customer Number: 46490 Customer Name: Synagro Central LLC/ Siler City Report Number: 23-073-0004 Shipping Method Fed Ex 0 US Postal 0 Lab 0 Other 0 UPS 0 Client 0 Courier Thermometer ID: 0 Shipping container/cooler uncompromised? 0 Yes 0 No Number of coolers/boxes received 1 Custody seals intact on shipping container/cooler? 0 Yes 0 No Not Present Custody seals intact on sample bottles? 0 Yes 0 No Not Present Chain of Custody (COC) present? Yes 0 No COC agrees with sample label(s)? Yes 0 No COC properly completed Yes 0 No Samples in proper containers? 0 Yes 0 No Sample containers intact? Yes 0 No Sufficient sample volume for indicated test(s)? Yes 0 No All samples received within holding time? 0 Yes 0 No Cooler temperature in compliance? Yes 0 No Cooler/Samples arrived at the laboratory on ice. Yes 0 No Samples were considered acceptable as cooling process had begun. Water - Sample containers properly preserved * Yes 0 No 0 N/A Water - VOA vials free of headspace 0 Yes 0 No 0 N/A Trip Blanks received with VOAs 0 Yes 0 No N/A Soil VOA method 5035 — compliance criteria met 0 Yes 0 No N/A High concentration container (48 hr) f Low concentration Encore samplers (48 hr) F_ High concentration pre -weighed (methanol -14 d) F _ Low conc pre -weighed vials (Sod Bis -14 d) Special precautions or instructions included? 0 Yes 0 No Comments: Signature: David Lennon Date & Time: 03/14/2023 09:26:36 Page 6 of 7 fl ri Ira- A6Aa, asefwti � � i to D Et a-� lmilt{{ LU c p M 0 f C- C"y cs rA i Cf3 t�v LU 0 r r v M rr _i to Cq 5 E CL 7z C3 CL a� t3 rz Ef Irn Page 7 of 7 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 Non -Discharge Permitting Unit General — This certification provides detailed information of residuals source generating facility and its residuals quality for land application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15). Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Residuals Source Certification (FORM: RSC 11-15): ® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ® For new or renewed permits, submit a separate certification for each source facility. ® For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification. ® Complete the residuals source facility summary page. List all new, renewed, or modified facilities. B. Residuals Source -Generating Facility Information: ® For each source facility, attach the following: ® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for Residuals Land Application Permits". ® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals are to be generated, treated, processed, and stored at the facility. ® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item 1. 8. Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of the permit_ In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed, and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during processing. ® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition, ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as they are to be land applied, distributed, and/or disposed. C. Residuals Quality Information: ® For each source facility, attach the following: ® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification. ® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector attraction reduction requirements. ® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please attach analytical results of residuals generated from a similar facility along with the description of similarities of the two facilities. INSTRUCTIONS FOR FORM: RSC 06-I6 Page 1 of 1 C O E-i A � a Rl L U � o � Z O M 00 Oi O O z U z � ci w a o x Q [� U cl w o � Z rig U State of North Carolina DW Department of Environmental Quality A� IV MRDivision 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: Kerr Lake WTP 2. Facility permit holder is: ❑i Federal, ❑ State, 0 Local Government, or 0; Private. Facility permit issued by: M� Div. of Water Resources, [] Div. of Environmental Health, or ❑ Other (explain: ). 3. Facility contact person and title: Stephen Gpton Complete mailing address: PO BOX 1434 City: Henderson State: NC Zip: 2756- Telephone number: 250 4354141 E-mail address: stevejppton(bjenderson nc gov 4. Facility physical address: 280 Re Tonal Water Ln City: Henderson State: NC Zip: 27536 Coordinates: Latitude: 360 26' 4" Longitude: Datum: Level of accuracy: Degree Method of measurement: 9ooi1 5. Purpose of the facility: [], treatment of municipal wastewater, treatment of 100% domestic wastewater, treatment of potable water, treatment of 100% industrial wastewater, El treatment of industrial wastewater mixed with domestic wastewater, (approximate percentages: % industrial and % domestic) other (explain ). 6. Does the facility have an approved pretreatment program: Lt. Yes No 7. Facility permitted/design flow: '10 MGD and facility average daily flow: 4 MGD 8. Average amount of residuals being generated at this facility O dry tons per year. 9. Specify the following regarding treatment and storage volumes available at the facility: Type and volume of residuals treatment: 2 Decaning basins 560,000,allons Type and volume of residuals storage (i.e., outside of residuals treatment units): H. RESIDUALS QUALITY INFORMATION (See Instruction C.): I. Specify if residuals are regulated under: 40 CFR Part503 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: r- 0 Biological 0 Non -Biological Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems). FORM: RSC 06-16 Pagel of5 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: Q yes no. If yes, list the number(s): b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21- 261.24: Q yes 0 no. Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and reactivity: Laboratory: Meritech and Date of analysis: 12/21/2020 Passed corrosivity test: yes no. pH: s.u. (2 <pH < 12.5) Passed ignitability test: yes ❑ no. Flashpoint: > 140 °F (> 140°F) Passed reactivity test: Eyes []no. HCN: 2.32 mg/kg (<250) & H2S: <10 mg/kg (<500) TCLP Parameter Limit (Mg/1) Result (Mg/1) TCLP Parameter Limit (mg/l) Result (Mg/1) Arsenic 5.0 0.1 Hexachlorobenzene 0.13 0.1 Barium 100.0 0.209 Hexachloro-1,3-Butadiene 0.5 0.1 Benzene 0.5 0.01 Hexachloroethane 3.0 0.1 Cadmium 1.0 0.05 Lead 5.0 0.1 Carbon Tetrachloride 0.5 0.01 Lindane 0.4 0.005 Chlordane 0.03 0.005 Mercury 0.2 0.02 Chlorobenzene 100.0 0.01 Methoxychlor 10.0 0.005 Chloroform 6.0 0.01 Methyl Ethyl Ketone 200.0 0.1 Chromium 5.0 0.05 Nitrobenzene 2.0 0.1 m-Cresol 200.0 ).2 Pentachlorophenol 100.0 0.5 o-Cresol 200.0 0.1 Pyridine 5.0 0.1 p-Cresol 200.0 0.2 Selenium 1.0 0.1 Cresol 200.0 0.3 Silver 5.0 0.05 2,4-D 10.0 0.002 Tetrachloroethylene 0.7 0.01 1,4-Dichlorobenzene 7.5 0.1 Toxaphene 0.5 0.01 1,2-Dichloroethane 0.5 0.01 Trichloroethylene 0.5 0.01 1, 1 -Dichloroethylene 0.7 0.01 2,4,5-Trichlorophenol 400.0 0.002 2,4-Dinitrotoluene 0.13 0.1 2,4,6-Trichlorophenol 2.0 0.1 Endrin 0.02 0.005 2,4,5-TP (Silvex) 1.0 0.002 Heptachlor and its Hydroxide 0.008 0.005 Vinyl Chloride 0.2 0.02 FORM: RSC 06-16 Page 2 of 5 Siler City Water Treatment Plant Narrative for Class A Residuals This project involves the removal of water treatment plant residuals from the Kerr Lake Water Treatment Plant. These residuals are a product of the water treatment process. This material is currently being land applied through different contractors LA Permit. Kerr Lake WTP would like to become a source on the Synagro LLC Class A permit to allow for more contractors to help with the land application of their WTP residuals. Operationally, the onsite pumps will be used to load load tanker trucks to transport to the fields, where the material will be off loaded to liquid applicators for surface application. No additional processes or treatments will be conducted on the material in question. The residuals will be land applied to agricultural fields at concentrations below or up to the agronomic rate based on nitrogen content of the material. The residuals receive no further treatment after they are placed in the lagoon. Synagro is going to flag the fields to make sure all buffers are followed as outlined in the permit. Synagro is also going to spread all the material to further ensure that all buffers are followed. Residuals Sampling Plan Synagro Residuals Land Application for WQ0035207 Siler City Water Treatment Plant Nutrients and Metals Analysis • Sampling Point: Storage Tank Sampling Frequency: Quarterly • Sample Type: Composite • Lab: Waypoint Analytical Pathogen Reduction (Not Required) Vector Attraction Reduction (Not Required) TCLP • Sampling Point: Storage Tank • Sampling Frequency: Once per Permit • Sample Type: Composite • Lab: Summit Environmental Labs Synagro Central Land Application Permit WQ0035207 Label for Land Application The residuals that are land applied from Kerr Lake Water Treatment Plant are produced at: 280 Regional Water Ln, Henderson, NC 27537. Mr. Stephen Gupton, Chief Operator, is the preparer of the residuals and responsible for the plant operations. The residuals from Kerr Lake Water Treatment Plant will be applied to agricultural fields at agronomic rates based on the RYE rate for the fields and crops to be grown. The residuals will not be applied to frozen, snow covered or flooded fields. The fields will be flagged with the following buffers to help prevent runoff from the applied fields: Setback Description Setback by residual type (feet) Liquid Cake* Private or public water supply 100 100 Surface waters (streams — intennittent and perennial, perennial waterbodies, and wetlands) 100 25 Surface water diversions (ephemeral streams, waterways, ditches) 25 0 Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT) 25 0 Wells with exception to monitoring wells 100 100 Bedrock outcrops 25 0 Residuals produced by Kerr Lake Water Treatment Plant will be applied to agricultural fields in bulk and will be applied according to this label as well as following all permit conditions as listed in the land application permit WQ0035207. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. DCAR Marketability Statement Kerr Lake Water Treatment Plant Residuals will be given to local farmers for crop or grass production. Synagro will land apply material for the local farmers who choose to receive residuals. The spreaders will be able to spread the material in an even and consistent manner. The material is going to be land applied on fields that have grass growing on them that are going to either be grazed or cut for hay for animal feed some fields may be in row crop production and rates will be determined by RYE for the crop that is going to be grown for animal consumption. An estimated 1,000 dry tons will be land applied from the Siler City Water Treatment Plant. Quantitative Justification for Residuals Production Rate Kerr Lake WTP The plan is for Synagro to haul 2 million gallons a year intianally. Depending on percent solids at the dry tonnage may reach up to 250 dry tons if at 3% solids. With the Kerr Lake WTP currently upgrading the plant we are planning on this amount increasing in the near future. Along with Synagro managing the majority of the solids from the Kerr Lake WTP this number may increase as well. That is it is requested that Kerr Lake WTP be permitted to land apply a maximum of 1,000 dry tons per year to account for these possible changes. O O O O w w r3, w VICINITY MAP I HG encn WTP J LSi .%J Map data @2023 Google 200 ft, COUNTY: Vance OWNER(S): Kerr Lake WTP er tec , Inc. Environmental Laboratory Laboratory Certification No.165 Contact: Drew Matthews Page 1 Client: Soil Plus Report Date: 12/21/2020 P.O. Box 1396 Oxford, NC 27565 Project: Derr Lake WfiP Date Sample Rcvd: 12/3/2020 Meritech Work Order # 120320150 Sample: n Grab I2/3/2020 1311- TCLP Metals Parameter Results Analysis -Date Det. Limit Reg. Limit _ Method Arsenic Barium <0.100 mg/L 12/15/2020 0.100 5.0 EPA 200.7 Cadmium 0.209 mg/L 12/15/2020 0.050 <0.050 mg/L 12/15/2020 0.020 100.0 EPA 200.7 Chromium Lead <0.050 mg/L 12/15/2020 0.050 1.0 5.0 EPA 200.7 EPA 200.7 Mercury <0.100 mg/L 12/15/2020 0.100 5,0 007 245.1 Selenium <0.02 mg/L 12/15/2020 0.02 <0.100 mg/L 12/15/2020 EPA 2EPA Silver 0.100 <0.050 mg/L 12/15/2020 0.050 110 5.0 EPA 00.7 EPA 200.7 TCLP Organics Parameter Results Analysis Date Re ortiu LimiiL Method VOlatiles 8260 Attached 12/10/2020 - 8260 Semi Vol. 8270 Attached 12/15/2020 - 8270 Other Tests Parameter Results Analysis mate Reporting Limit Method % Total Solids Cyanide, total 2.12 % 12/8/2020 0-100 % SM 2540E Sulfide 2.32 mg/kg 12/10/2020 0.500 m k EPA 335.4 Ignitability <10.0 mg/kg >140 OF 12/7/2020 12/4/2020 10.0 rng/i�g SM4 dose Corrositivity (pH) 6.8 S.U. 12/4/2020 1.0 -14.0 S.U. EPA 1020 SM 4500 HB 642 Tamcu Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 eritech, Inc. Environmental Laboratory Laboratory Certification No.165 Contact: Drew Matthews Client: Soil Pius P.O. Box 1396 Page 2 Report Date: 12/21/2020 Oxford, NC 27565 Project: Derr Lake WTP Date Sample Rcvd: 12/3/2020 Meritech Work Order 4 120320150 Sample: KL Grab 12/3/2020 1311- TCLP Pesticides & Herbicides Pesticide - SW-846 8081A Parameter Results Analysis Date Det. Limit Re . Lin-ti it rDilud n factor Endrin Attached - Chlordane Attached _ Toxaphene Attached - - Methoxychlor - Attached - Heptachlor _ Attached - Lindane Attached _ - Herbicides - SW-846 8151A Parumete�° Results Analysis.Date let. Limit Reg, Limit Dilation factor 2,4-D Attached _ 2,4,5-TP (Silvex) Attached 1 hereby certify that I have reviewed and approve these data � �{� � ������ Laboratory Representative 642 Taco Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 MERITECH, INC. -�. Environmental Laboratories Laboratory Certificate #165 Client: Soil Plus Project: Kerr Lake WTP Client Sample ID: KL Sample Collection: 12/03/20 Meritech Sample ID: 120320150 113311 - TCLP Qrcianics Volatiles: SW-846 8260 Analysis: 12/ 10/20 Extraction: 12/07/20 Analyst: VWV Report Date: 12/14/20 Parameter Result Units Det. Limit Rev. Limit Dilution Factor Benzene < 0,0100 mg/L 0.0100 0.50 10 Carbon Tetrachloride < 010100 mg/L, 0:0100 0.50 10 Chlorobenzene < 0.01.00 mg/L 0.0100 100 10 Chloroform < 0.0I00 mg/L 0.0100 6.0 10 1.2-Dichloroethane < 0.0100 mgn, 0.0100 0.50 10 1,1-Dichloroethene <010100 mg/L 0.0100 O.70 10 Methyl Ethyl Ketone < 0.100 mg/L 0.100 200 10 TetrachIoroethylene < 0.0100 mg/L 0.0100 0.70 10 Trichloroethene < 0.0100 mg/L 0.0100 0.50 10 Vinyl Chloride < 0.0200 mg/L 0.020 0.20 10 Semi-Volatiles: SW-846 8270 Analysis: 12/15/20 Extraction: I2/07/20 Analyst: PM Report Date: 12/16/20 Parameter Result Units Det. Limit Reg. it Dilution Factor 1,4-Dichlorobenzene <0.100 mg/L 0.100 _Lim 7.5 10 Hexachlorobenzene <0.100 mg/L 0.100 0.13 10 Hexachloro-1,3-butadiene <0.100 mg/L MOO 0.5 10 Hexachloroethane <0.100 mg/L 0.100 3.00 10 o-cresol <0.100 mg/L 0.100 200 10 m&p-cresol <0.200 mg(L 0.200 200 t0 Total cresols <0.300 mg/L 0.300 200 10 Nitrobenzene <0.100 M--/L 0.100 2.00 10 Pentachlorophenol <0.500 mg/L 0.500 100 10 Pyridine <0.100 mg/L 0.100 5.0 10 2,4,5-Trichlorophenol <0.I00 MA 0.100 400 10 2.4,6-Trichlorophenol <0.100 mg/L 0.100 .aa to 2,4-Dinitrotoluene <0.100 mg/L 0.100 0.13 10 I Hereby certify that ]'have reviewed and approve these data. Laboratory Representative 642 Tamco Road * Reidsville, NC 27320 (336) 342-4748 * info@merifechiabs.com 7 aceAnalytical 1 wtutv.pacelabs.con4 i ANALYTICAL RESULTS Pace Analytical services, LLC 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Project: TOCITCLP HERB/PEST Pace Project No.: 92509589 Sample: 120320150 Lab lD: 92509589003 Collected: 12/03/20 10:15 Received: 12/04/20 10,42 Matrix: Water Report Parameters Results Units Limit MD Pesticides (GC) 8081 B TCLP Chlordane (Technical) Endrin Heptachlor gamma-BHC (Lindane) Methoxychlor Toxaphene Surrogates Decachlorobiphenyl (S) Tetrachloro-m-xylene (S) Chlorinated Herb. (GC) 8151A 2,4,5-TP (Silvex) 2,4-D "Surrogates -DCAA (S) Date: 1212112020 10:47 AM L Dr Prepared Analyzed CAS No. Qual Analytical Method: EPA 8081 B Preparation Method: 3510C Leachate Method/Date: 1311; 12/08/20 12:38 Pace National - Mt. Juliet ND /L mg 0.00500 0.00167 1 12/1312017.58 1211412012:40 57-74-9 NO NO mg/L 0.00500 0,00167 1 1211312017:58 12/1412012:40 72-20-8 mg/L 0.00500 0.00167 1 12113/2017:58 12/14/2012:40 76-44-8 NO mg/L 0.00500 0,00167 1 12/13/2017:58 12/14/2012:40 58-89-9 NO mg/L 0.00500 0.00167 1 12/13/2017:58 12/14/2012:40 72-43-5 ND mg/L 0.0100 0.00333 1 12/13/2017:58 12/14/2012:40 8001-35-2 85.8 % 10.0-128 1 12/13/2017:58 12/1412012:40 2051-24-3 81.6 % 10.0-127 1 12/13/2017:58 12M4/2012.40 877-09-8 Analytical Method: EPA 8151A Preparation Method: 8151A Leachate Method/Date: 1311; 12/08/20 12:38 Pace National - Mt. Juliet NO mg/L 0.00200 0.000667 1 12/12/20 00:32 12/12/20 18:22 93-72-1 NO mg/L 0.00200 0A00667 1 12/12/20 00:32 12/12/20 18:22 94-75-7 69.6 % 14.0-158 1 12/12/20 00:32 12/12/20 18:22 19719-28-9 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 27 II o v v 2. "^ �o s C1 = _ L t� i`— Lovj O a. g° _ >- CO C�) r FYI o v c-0 o LO v ;1 o m o CL m E o _ ti a � ti n z � aL w ri a: n• � � � >_ X y � co fn r1 S Q. to CL -a3 N -v O —_ w LO N = u c mo v 0') [L CO > v O 0 xlu t E .3 o Lo co ra C— v i= w U41 61 m m m s" O @ Q Q o 0 0 3, use < m m o m E Q c6 0 �• Co Sis mcl tJ x v O r a S ti I•- ...... p• O � s— E Q)loomw (a 9i N o O Q M, m LU('V t ui = Q) 7 ° a u N 4 N A1, i d . i y— Y a U Q L 'Z'S -CF — `.,. L1 w LL a - Laboratory Certification No. 165 Contact: Drew Matthews Client: Soil Plus Report Date: 12/23/2022 P.O. Box 1396 Oxford, NC 27565 Project: Kerr Labe WTP Date Sample Rcvd: 12/8/2022 Meritech Work Order # 120822118 Sample: KL 120822 Grab 12j8/22 Parameters Results Analvsis Date RenoEun Lirnat �---.-. Method %total Solids Ammonia, Nitrogen 0.61 12/9/22 0-100 % SM 2540B TKN <1640 m k g/ g 6,960 mg/kg 12/12/22 12/14/22 1640 mg/kg EPA 350A Nitrate/Nitrite, Nitrogen Aluminum, total <1640 mg/kg 12/9/22 20 mg/kg 1640 mg/kg EPA 351.2 EPA 353.2 Arsenic, total 109000 rn k <8.20 mg/kg 12//19//22 8.50 mg/kg EPA 200.7 Cadmium, total Calcium, total < /.20 mg/kg EPA 200.7 �per, total 1,950 mg/kg 19.8 m k g/ g 12/19/22 12/19/22 1 QA mgfkg EPA 200.7 �-dd, total Magnesium, 10.2 mg/kg 12/19/22 1.00 mg/kg a.50Q m ka g/ EPA 200.7 EPA total Mercury, total 1,180 m k� g/ 12/19/22 b 10.0 mg/leg 200.7 EPA 200.7 Molybdenum, total <a.164 m k <4.10 mg/kg g/ g 12/12/22 12/19/22 0.164 mg/kg EPA 2445.1 Nickel, total Phosphorus, total 8.61 mg/kg 12/19/22 4.10 mg/kg 0.500 mg/kg EPA 200.7 EPA 200.7 Potassium., total 1,430 mg/kg 751 m k g/ g 12/19/22 12/19/22 1.00 rn k g/ g 20.0 EPA 200.7 Selenium, total <8.20 m g/kg 12/19/22 mg/kg 8.20 mg/kg EPA 200:7 Sodium, total Zinc, total 815 mg/kg 12/19/22 20.0 m k g/ g EPA 200.7 EPA 200.7 PH 49.3 m mg/kg _ g 12/19/22 0.500 mg/kg EPA 200.7 6.3 S.U. 12/9/22 1.0 -14.0 S:U. 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