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HomeMy WebLinkAboutWQ0041666_Application_20240522Phone 336 751 1441 ~ Fax 336 751 1442 755 Yadkinville Rd ~ Mocksville, NC 27028 April 17, 2024 Division of Water Resources Water Quality Permitting Section Non-Discharge Permitting Unit 1617 Mail Services Center Raleigh, NC 27699-1617 RE: Permit Modification – WQ0041666 To Whom it May Concern: EMA Resources is submitting the included permit modification for the EMA Resources Inc. – DCAR Permit WQ0041666. We are asking to have the City of Durham – Brown WTP Facilities’ dry tons increased from 1500 to 2500. During 2023, we land applied more than anticipated and this increase should account for any increases in production. A check for $348.00 is being mailed today along with the submission confirmation. If you have any questions concerning this modification, please contact Brent Collins – Director of Technical Services Respectfully, Brent Collins Director of Technical Services brent.collins@emaresourcesinc.com (336) 399-3646 Phone 336 751 1441 ~ Fax 336 751 1442 755 Yadkinville Road ~ Mocksville, NC 27028 Permit Modification For EMA Resources Inc. - WQ0041666 Distribution of Residual Solids (503 Exempt) Prepared By: EMA Resources Inc. 755 Yadkinville Road Mocksville, NC 27028 336-751-1441 April 17th, 2024 Table of Contents Current Permit DCAR Form RSC Form Operation and Maintenance Plan Vicinity Maps Program Information Marketability Statement Label for Residuals Process Flow Quantitative Justification Analytical Data March 10, 2022 ERIK BLANKENSHIP PRESIDENT EMA RESOURCES, INC. 755YADKINVILLE ROAD MOCKSVILLE, NORTH CAROLINA 27028 Subject: Permit No. WQ0041666 EMA Resources Class A Residuals Program Attachment A Certification Davie County Dear Mr. Blankenship: In accordance with your permit major modification request received December 22, 2021, we are forwarding herewith a modified Attachment A certified March 10, 2022, to EMA Resources, Inc. for the subject residuals management program. Modifications to the subject Attachment are as follows: Addition of the Wade G. Brown WTP (NC0332010 P01) as an approved residuals source with a permitted dry tonnage of 1,500 dry tons per year (DT/yr). The modified Attachment A shall be effective from the date of certification until January 31, 2027 (i.e., expiration date of the current permit), shall void Attachment A of Permit No. WQ0041666 issued July 16, 2020 that was previously certified on March 25, 2021, and shall be subject to the conditions and limitations as specified therein, as well as those specified in the above-referenced permit. Please replace Attachment A of Permit No. WQ0041666 that was certified on March 25, 2021 with the modified Attachment A.Please note that the Permittee shall submit a renewal application no later than August 4, 2026. If any parts, requirements or limitations contained in this certification are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Otherwise, this certification shall be final and binding. If you need any additional information concerning this matter, please contact Erick Saunders at (919) 707-3659 or erickson.saunders@ncdenr.gov. Sincerely, S. Daniel Smith, Director Division of Water Resources Mr. Erik Blankenship March 10, 2022 Page 2 of 2 cc: Durham County Health Department (Electronic Copy) Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy) Winston-Salem Regional Office, Water Quality Regional Operations Section (Electronic Copy) Brent Collins EMA Resources, Inc. (Electronic Copy) Laserfiche File (Electronic Copy) Digital Permit Archive (Electronic Copy) WQ0041666 Version 1.0 Shell Version 200201 Page 1 of 10 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENTAL QUALITY RALEIGH DISTRIBUTION OF CLASS A RESIDUALS PERMIT _____________________________________________________________________________________ In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO EMA Resources, Inc. Davie County FOR THE operation of a residuals management program for EMA Resources, Inc. and consisting of the distribution of Class A residuals generated by the approved facility listed in Attachment A, with no discharge of wastes to surface waters, pursuant to the application received May 5, 2020, and in conformity with other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. The disposal of residuals is regulated under Title 40 Code of Federal Regulations Part 503. This permit does not exempt the Permittee from complying with Federal Regulation 40 CFR Part 503. This permit shall be effective from the date of issuance through January 31, 2027, and shall be subject to the following conditions and limitations: I. SCHEDULES 1. The Permittee shall request renewal of this permit on Division-approved forms no later than August 4, 2026. [15A NCAC 02T .0105(b), 02T .0109] II. PERFORMANCE STANDARDS 1. The Permittee shall maintain and operate the subject residuals management program so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the residuals management program fails to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, the Permittee shall immediately cease distributing residuals, take immediate corrective actions, and contact the Winston-Salem Regional Office supervisor. [15A NCAC 02T .0108(b)(1)(A)] 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this residuals management program. [15A NCAC 02T .0108(b)(1)(A)] 3. Only residuals generated by the facility listed in Attachment A are approved for distribution in accordance with this permit. [15A NCAC 02T .1101] WQ0041666 Version 1.0 Shell Version 200201 Page 2 of 10 4. Pollutant concentrations in distributed residuals shall not exceed the following Ceiling Concentrations or Monthly Average Concentrations, on a dry weight basis: Parameter Ceiling Concentration Monthly Average Concentration (mg/kg) (mg/kg) Arsenic 75 41 Cadmium 85 39 Copper 4,300 1,500 Lead 840 300 Mercury 57 17 Molybdenum 75 N/A Nickel 420 420 Selenium 100 100 Zinc 7,500 2,800 [15A NCAC 02T .1105(a), 02T .1105(c)] 5. Class A biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T .1106(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1106(a), 02T .1106(d)] 6. Class A biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T .1107(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1107(a), 02T .1107(c)] 7. The facilities and sites herein were permitted per the following setbacks: a. Setbacks for Class A land application sites are as follows (all distances in feet): Liquid Residuals Cake Residuals 1 i. Each private or public water supply source: 100 100 ii. Surface waters such as intermittent and perennial streams, perennial waterbodies, and wetlands:100 25 iii. Surface water diversions such as ephemeral streams, waterways, and ditches:25 0 iv. Groundwater lowering ditches where the bottom of the ditch intersects the SHWT:25 0 v. Each well with exception of monitoring wells: 100 100 vi. Bedrock outcrops: 25 0 1 solids by weight and can be stacked without flowing, as well as can be handled, transported and spread as a solid (e.g., using a backhoe, front end loader, slinger spreader, broadcast spreader or other equipment designed for handling solid materials) without leaving any significant liquid fraction behind. [15A NCAC 02T .1108(b)] WQ0041666 Version 1.0 Shell Version 200201 Page 3 of 10 8. Residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in exceedance of agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen requirements based on the determined Realistic Yield Expectations (RYE) using any of the following methods: a.re-approved site specific historical data for specific crop or soil types by calculating the mean of the best three yields of the last five consecutive crop harvests for each field. b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State University Department of Soil Science (http://nutrients.soil.ncsu.edu/yields/index.php ). A copy shall be kept on file and reprinted every five years in accordance with Condition IV.6. c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE and appropriate nutrient application rates reported in any of the following documents: i.Crop management plan as outlined by the local Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, or other agronomist. ii.Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance Document: Chapter 1 (http://www.ncagr.gov/SWC/tech/documents/9th_Guidance_Doc_100109.pdf). iii.Certified Nutrient Management Plan as outlined by the Natural Resources Conservation Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management Standards (ftp://ftp-fc.sc.egov.usda.gov/NHQ/practice-standards/standards/590.pdf). d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall contact the Division to determine necessary action. [15A NCAC 02T .1109(a)(1)(K)] 9. Prior to distributing Class A residuals that have a sodium adsorption ratio (SAR) of 10 or higher, the Permittee shall obtain and implement recommendations from at least one of the following: 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. 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. The Permittee shall maintain written records of these recommendations and details of their implementation. The Permittee shall notify third-party entities of the effects of a high SAR content residuals on their receiving sites. [15A NCAC 02T .0108(b)(1)(A)] WQ0041666 Version 1.0 Shell Version 200201 Page 4 of 10 III. OPERATION AND MAINTENANCE REQUIREMENTS 1. The Permittee shall operate and maintainthe residuals management program as a non-discharge system. [15A NCAC 02T .1100] 2. The Permittee shall maintain a Division-approved Operation and Maintenance Plan that shall include: a. Description of the program, and associated facilities and equipment, in sufficient detail to show what operations are necessary for the program to function and by whom the functions are to be conducted; b. Description of anticipated maintenance of facilities and equipment associated with the program; c. Include provisions for safety measures, including restriction of access to sites and equipment; d. Spill control provisions: i. Response to upsets and bypasses including control, containment, and remediation; and ii. Contact information for plant personnel, emergency responders, and regulatory agencies; e. Detailed inspection procedures: i. Names or titles of personnel responsible for conducting inspections; ii. Frequency and location of inspections, and procedures to assure that the selected locations and inspection frequency are representative of the residuals management program; and iii. Description of record keeping and actions to be taken by the inspector in the event that noncompliance is observed; f. Detailed sampling and monitoring procedures: i. Names or titles of personnel responsible for conducting sampling and monitoring; ii. Description of monitoring procedures including parameters to be monitored; and iii. Sampling frequency and procedures to assure that representative samples are 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. [15A NCAC 02T .1110(a)] 3. classification of the residuals management program, the Permittee shall designate and employ a certified operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall comply with all other requirement in 15A NCAC 08G 0204. [15A NCAC 02T .0117, 08G .0204] 4. The Permittee shall ensure that a copy of this permit and the Division-approved Operation and Maintenance Plan is available when land applying bulk Class A residuals. [15A NCAC 02T .1110(b)] 5. The Permittee shall ensure that spill control provisions are available when transporting or land applying bulk Class A residuals. [15A NCAC 02T .1110(a)(4)] 6. Class A residuals may be staged at the land application site for up to 30 days for biological residuals and 60 days for non-biological residuals. Class A residuals shall be stored or staged in a manner to prevent runoff of leachate and other wastewaters generated. [15A NCAC 02T .1110(c), 02T .1110(d)] 7. Adequate measures shall be taken to prevent wind erosion and runoff from the bulk Class A residual land application sites. [15A NCAC 02T .0108(b)(1)(A)] WQ0041666 Version 1.0 Shell Version 200201 Page 5 of 10 8. Bulk Class A residuals shall not be land applied under the following conditions: a. If the residuals are likely to adversely affect a threatened or endangered species listed under section 4 of the Endangered Species Act or its designated critical habitat; b. If the application causes nuisance conditions; c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface water or groundwater standards; d. If the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that runoff of the residuals would occur; e. Within the 100-year flood elevation, unless the residuals are injected or incorporated within a 24- hour period following a residuals land application event; f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater in a 24-hour period; g. If the slope of the land is greater than 10% when liquid residuals are surface applied, or if the slope of the land is greater than 18% when liquid residuals are injected or incorporated; h. If the land does not have an established vegetative cover crop unless the land is a Division-approved no-till site, or the residuals are injected, or incorporated within a 24-hour period following the application of residuals; i. If the vertical separation of the seasonal high water table and the depth of residuals application is less than one foot; j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than one foot; k. If the application exceeds agronomic rates; or l. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B .0212 or within the Critical Area of a WS-II pursuant to Sub-Item (4)(g) of Rule 15A NCAC 02B .0212, or within the Critical Area of a WS-III or WS-IV watershed pursuant to Sub-Item (4)(h) of Rules 15A NCAC 02B .0215, and .0216. [15A NCAC 02T .1109(a)(1), 02T .1109(b)] 9. The Permittee shall notify all third-party entities receiving bulk Class A residuals that land application activities occurring on the third- .1108(b) and 02T .1109(a)(1) (i.e., Conditions II.7.a. and III.8., respectively). [15A NCAC 02T .1103(a)(4), 02T .1103(a)(5)] 10. Bagged or other container Class A residuals shall have an affixed label or an information sheet provided to the person receiving theClass A residuals. The label or information sheet shall contain the following: a. The name and address of the person who prepared the residuals; b. A statement that residual land application is prohibited except in accordance with the instructions on the label or information sheet; c. A statement that the residuals shall be applied at agronomic rates and recommended rates for its intended use. [15A NCAC 02T .1109(c)] 11. The Permittee shall not distribute bulk Class A residuals to any person or entity known to be applying residuals contrary to the conditions of this permit. The Permittee shall report to the Winston-Salem Regional Office any person or entity known to be applying residuals contrary to the conditions of this permit. [15A NCAC 02T .0108(b)(1)(A)] WQ0041666 Version 1.0 Shell Version 200201 Page 6 of 10 IV. MONITORING AND REPORTING REQUIREMENTS 1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this [15A NCAC 02T .0108(c)] 2. The residuals from each source generating facility shall be analyzed to demonstrate they are non- hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses (i.e., corrosivity, ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)) shall be performed at the frequency specified in Attachment A, and the Permittee shall maintain these results for five years. Any exemptions from the requirements in this condition shall be specified in Attachment A.The TCLP analysis shall include the following parameters, and the Federal regulatory level (mg/L) is 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)Heptachlor (and its epoxide) (0.008)Tetrachloroethylene (0.7) Chlorobenzene (100.0) Hexachlorobenzene (0.13) Toxaphene (0.5) Chloroform (6.0) Hexachlorobutadiene (0.5) Trichloroethylene (0.5) Chromium (5.0) Hexachloroethane (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) Once the residuals have been monitored for two years at the frequency specified in Attachment A, the Permittee may submit a permit modification request to reduce the frequency of this monitoring requirement. In no case shall the monitoring frequency be less than once per permit cycle. [15A NCAC 13A .0102(b), 02T .1101, 02T .1105] WQ0041666 Version 1.0 Shell Version 200201 Page 7 of 10 3. The residuals from each source generating facility shall be analyzed at the frequency specified in Attachment A, and the Permittee shall maintain the results for a minimum of five years. Each analysis shall include the following parameters: Aluminum Mercury Potassium Ammonia-Nitrogen Molybdenum Selenium Arsenic Nickel Sodium Cadmium Nitrate-Nitrite Nitrogen Sodium Adsorption Ratio (SAR) Calcium Percent Total Solids TKN Copper pH Zinc Lead Phosphorus Magnesium Plant Available Nitrogen (by calculation) [15A NCAC 02T .1101] 4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction requirements at the frequency specified in Attachment A. The monitoring results shall specify the stabilization process utilized, and demonstrate compliance with the Class A pathogen reduction requirements in 15A NCAC 02T .1106(a), and one vector attraction reduction requirement in 15A NCAC 02T .1107(a) shall be met. Any exemptions from the requirements in this condition shall be specified in Attachment A. [15A NCAC 02T .1106(a), 02T .1107(a), 02T .1111(c)] 5. Representative samples of residuals that are prepared for distribution shall be collected and analyzed. [15A NCAC 02T .1111(a)] 6. The Permittee shall maintain records for all bulk Class A residual distribution events. These records shall include the following: a. Residuals source (as listed in Attachment A); b. Date of distribution; c. Name and address of residuals recipient; d. Volume of residuals distributed to each recipient; and e. Intended use of residuals. [15A NCAC 02T .0108(c)] 7. One hard copy and one electronic copy of an annual report shall be submitted on or before March 1 st. The annual report shall meet the requirements described in the Instructions for Residuals Application Annual Reporting Forms. Instructions for reporting and annual report forms are available at http://deq.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/non- discharge-permitting-unit/reporting-forms, or can be obtained by contacting the Non-Discharge Branch directly. The annual report shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [15A NCAC 02T .1111(d)] WQ0041666 Version 1.0 Shell Version 200201 Page 8 of 10 8.Noncompliance Notification The Permittee shall report to the Winston-Salem Regional Office, telephone number (336) 776-9800, within 24 hours of first knowledge of the: a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of adequate residual treatment. b. Any failure resulting in a discharge to surface waters. c. Any time self-monitoring indicates the program has gone out of compliance with its permit limitations. d. Distribution of residuals abnormal in quantity or characteristic. e. Any discharge from a vehicle or piping system transporting residuals. Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. All noncompliance notifications shall file a written report to the Winston-Salem Regional Office within five days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)] V. INSPECTIONS 1. The Permittee shall perform inspections and maintenance to ensure proper operation of the storage and distribution facilities. [15A NCAC 02T .1110(f)] 2. The Permittee shall inspect the residuals processing, storage, and transport facilities to prevent malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the environment, threats to human health, or public nuisances. The Permittee shall maintain an inspection log that includes the date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)(1)(A), 02T .1110(f)] 3. Division authorized representatives may, upon presentation of credentials, enter and inspect any property, premises, or place related to the distribution sites or facilities permitted herein at any reasonable time for determining compliance with this permit. Division authorized representatives may inspect or copy records maintained under the terms and conditions of this permit, and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)] WQ0041666 Version 1.0 Shell Version 200201 Page 9 of 10 VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C] 2. This permit is effective only with respect to the nature and volume of wastes described in the permit application, and Division-approved plans and specifications. [G.S. 143-215.1(d)] 3. Unless specifically requested and approved in this permit, there are no variances to administrative codes or general statutes governing the construction or operation of the facilities permitted herein. [15A NCAC 02T .0105(n)] 4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules, regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal) may require. [15A NCAC 02T .0105(c)(6)] 5. If the permitted residuals program change ownership, or the Permittee changes their name, the Permittee shall submit a permit modification request on Division-approved forms. The Permittee shall comply with all terms and conditions of this permit until the permit is transferred to the successor- owner. [G.S. 143-215.1(d3)] 6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in whole or part for: a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter 02T; b. obtaining a permit by misrepresentation or failure to disclose all relevant facts; c. i. to be kept; ii. to have access to any permit required documents and records; iii. to inspect any monitoring equipment or method as required in this permit; or iv. to sample any pollutants; d. e. a Division determination that the conditions of this permit are in conflict with North Carolina Administrative Code or General Statutes. [15A NCAC 02T .0110] WQ0041666 Version 1.0 Shell Version 200201 Page 10 of 10 7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not occur if any of the following apply: a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or exhausted. b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned a wastewater treatment facility without properly closing the facility. c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil penalty, and all appeals of this penalty have been abandoned or exhausted. d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant with any compliance schedule in a permit, settlement agreement, or order. e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual fee. [15A NCAC 02T .0120(b), 02T .0120(d)] 8. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee. [15A NCAC 02T .0120(c)] Permit issued this the 16th day of July 2020 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ____________________________________________ S. Daniel Smith, Director Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0041666 March 25, 2021 ERIK BLANKENSHIP PRESIDENT EMA RESOURCES, INC. 755 YADKINVILLE ROAD MOCKSVILLE, NORTH CAROLINA 27028 Subject: Permit No. WQ0041666 EMA Resources DCAR Attachment A Certification Davie County Dear Mr. Blankenship: In accordance with your permit major modification request received February 25, 2021, we are forwarding herewith a modified Attachment A certified March 25, 2021, to EMA Resources, Inc. for the subject residuals management program. Modifications to the subject Attachment are as follows: Addition of the John J. Kime WTP (Permit No. NC0087866) as a residuals source, with an approved dry tonnage of 1,035 dry tons/yr (DT/yr). The modified Attachment A shall be effective from the date of certification until January 1, 2027 (i.e., expiration date of the current permit), shall void Attachment A of Permit No. WQ0041666 issued July 16, 2020, and shall be subject to the conditions and limitations as specified therein, as well as those specified in the above-referenced permit. Please replace Attachment A of Permit No. WQ0041666 that was issued July 16, 2020 with the modified Attachment A. Please note that the Permittee shall submit a renewal application no later than August 4, 2026. If any parts, requirements or limitations contained in this certification are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Otherwise, this certification shall be final and binding. If you need any additional information concerning this matter, please contact Erick Saunders at (919) 707-3659 or erickson.saunders@ncdenr.gov. Sincerely, S. Daniel Smith, Director Division of Water Resources cc: Davie County Health Department (Electronic Copy) Randolph County Health Department (Electronic Copy) AT T A C H M E N T A AP P R O V E D R E S I D U A L S O U R C E S C e r t i f i c a t i o n D a t e : M a r c h 1 0 , 2 0 2 2 EM A R e s o u r c e s , I n c . P e r m i t N u m b e r : W Q 0 0 4 1 6 6 6 V e r s i o n : 1 . 2 WQ 0 0 4 1 6 6 6 V e r s i o n 1 . 2 A t t a c h m e n t A P a g e 1 o f 1 Ow n e r F a c i l i t y N a m e C o u n t y Pe r m i t Nu m b e r Bi o l o g i c a l Re s i d u a l s Ma x i m u m Dr y T o n s pe r Y e a r 1 Mo n i t o r i n g Fr e q u e n c y f o r No n - h a z a r d o u s Ch a r a c t e r i s t i c s 2 Mo n i t o r i n g Fr e q u e n c y f o r Me t a l s a n d Nu t r i e n t s 3, 5 Mo n i t o r i n g Fr e q u e n c y f o r Pa t h o g e n & Ve c t o r A t t r a c t i o n Re d u c t i o n s 4, 5 Ap p r o v e d Mi n e r a l i z a t i o n Ra t e Le a r C o r p o r a t i o n L e a r C o r p o r a t i o n W W T P D u p l i n N C 0 0 0 2 3 0 5 Y e s 3 1 8 A n n u a l l y A n n u a l l y A n n u a l l y 7 0. 3 Pi e d m o n t T r i a d R e g i o n a l Wa t e r A u t h o r i t y Jo h n F . K i m e W T P R a n d o l p h N C 0 0 8 7 8 6 6 N o 1 , 0 3 5 A n n u a l l y S e e T a b l e B e l o w N o n e 6 0. 4 Ci t y o f D u r h a m W a d e G . B r o w n W T P D u r h a m NC 0 3 3 2 0 1 0 P0 1 No 1 , 5 0 0 A n n u a l l y S e e T a b l e B e l o w N o n e 6 0. 4 To t a l 2 , 8 5 3 1. M a x i m u m D r y T o n s p e r Y e a r i s t h e a m o u n t o f r e s i d u a l s a p p r o v e d f o r l a n d a p p l i c a t i o n f r o m e a c h p e r m i t t e d f a c i l i t y . 2. A n a l y s e s t o d e m o n s t r a t e t h a t r e s i d u a l s a r e n o n - h a z a r d o u s ( i . e . , T C L P , i g n i t a b i l i t y , r e a c t i v i t y , a n d c o r r o s i v i t y ) a s s t i p u l a t e d u n d e r p e r m i t C o n d i t i o n I V . 2 . 3. T e s t i n g o f m e t a l s a n d n u t r i e n t s a s s t i p u l a t e d u n d e r p e r m i t C o n d i t i o n I V . 3 . 4. A n a l y s e s o f p a t h o g e n a n d v e c t o r a t t r a c t i o n r e d u c t i o n s a s s t i p u l a t e d u n d e r p e r m i t C o n d i t i o n I V . 4 . 5. M o n i t o r i n g f r e q u e n c i e s a r e b a s e d o n t h e a c t u a l d r y t o n s a p p l i e d p e r y e a r u s i n g t h e t a b l e b e l o w , u n l e s s s p e c i f i e d a b o v e . Dr y T o n s A p p l i e d ( m e t r i c t o n s ) Dr y T o n s A p p l i e d (s h o r t t o n s p e r y e a r ) Mo n i t o r i n g F r e q u e n c y (4 0 C F R 5 0 3 a n d 1 5 A N C A C 0 2 T .1 1 1 1 ( c ) ) < 2 9 0 < 3 1 9 O n c e p e r y e a r ( A n n u a l l y ) On c e p e r q u a r t e r ( 4 x Y e a r ) On c e p e r 6 0 d a y s ( 6 x Y e a r ) On c e p e r m o n t h ( 1 2 x Y e a r ) 6. C l a s s A w a t e r t r e a t m e n t p l a n t r e s i d u a l s a r e e x e m p t f r o m m e e t i n g t h e p a t h o g e n & v e c t o r a t t r a c t i o n r e d u c t i o n r e q u i r e m e n t s i n C o n d i t i o n I V . 4 , p r o v i d e d t h e y a r e n o t m i x e d w i t h r e s i d u a l s t h a t h a v e be e n g e n e r a t e d d u r i n g t h e t r e a t m e n t o f d o m e s t i c w a s t e w a t e r , t h e t r e a t m e n t o f a n i m a l p r o c e s s i n g w a s t e w a t e r , o r t h e b i o l o g i c a l t r e a t m e n t o f i n d u s t r i a l w a s t e w a t e r . T h e C l a s s A w a t e r t r e a t m e n t in 1 5 A N C A C 0 2 T . 1 1 0 2 ( 6 ) . 7. R e s i d u a l s a r e g e n e r a t e d d u r i n g t h e b i o l o g i c a l t r e a t m e n t o f i n d u s t r i a l w a s t e w a t e r w i t h a n e s t i m a t e d 1 % d o m e s t i c w a s t e s t r e a m c o n t r i b u t i o n , de f i n e d i n 1 5 A N C A C 0 2 T . 1 1 0 2 ( 6 ) . H o w e v e r , i t w a s d e m o n s t r a t e d t h a t t h e r e s i d u a l s a r e p a t h o g e n f r e e a n d a r e n o t r e q u i r e d t o m o n i t o r f o r V e c t o r A t t r a c t i o n R e d u c t i o n i n a c c o r d a n c e w i t h 1 5 A NC A C 0 2 T . 1 1 0 7 ( c ) p r o v i d e d t h a t n o s i g n i f i c a n t o d o r c o m p l a i n t s o r p r o b l e m s w i t h v e c t o r a t t r a c t i o n a r e e n c o u n t e r e d a t t h e l a n d a p p l i c a t i o n s i t e a n d F e c a l C o l i f o r m C o n c e n t r a t i o n s r e m a i n l e s s th a n 1 , 0 0 0 M P N p e r d r y g r a m o f r e s i d u a l s If n o l a n d a p p l i c a t i o n e v e n t s o c c u r d u r i n g a r e q u i r e d s a m p l i n g p e r i o d ( e . g . , n o l a n d a p p l i c a t i o n o c c u r d u r i n g a n e n t i r e y e a r w h e n a n n u a l m o n i t o r i n g i s r e q u i r e d ) , t h e n n o s a m p l i n g d a t a i s re q u i r e d d u r i n g t h e p e r i o d o f i n a c t i v i t y . T h e a n n u a l r e p o r t s h a l l i n c l u d e a n e x p l a n a t i o n f o r m i s s i n g s a m p l i n g d a t a . T h o s e r e q u i r e d t o s u b m i t t h e a n n u a l r e p o r t t o U n i t e d S t a t e s E n v i r o n m e n t a l Pr o t e c t i o n A g e n c y ( U S E P A ) m a y b e r e q u i r e d t o m a k e u p t h e m i s s e d s a m p l i n g . C o n t a c t t h e U S E P A f o r a d d i t i o n a l i n f o r m a t i o n State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .1100 – DISTRIBUTION OF CLASS A RESIDUALS FORM: DCAR 06-16 FORM: DCAR 06-16 Page 1 of 3 I. APPLICANT INFORMATION: 1. Applicant's name: EMA Resources Inc. Applicant type: Individual Corporation General Partnership Privately-Owned Public Utility Federal State Municipal County Signature authority’s name per 15A NCAC 02T .0106: Erik Blankenship Title: President Applicant’s mailing address: 755 Yadkinville Rd City: Mocksville State: NC Zip: 27028- Telephone number: (336) 751-1441 Email Address: erik.blankenship@emaresourcesinc.com 2. Consultant’s name: License Number (for P.E.): Affiliation: On Staff Retained (Firm: ) Consultant’s mailing address: City: State: Zip: - Telephone number: ( ) - Email Address: 3. Fee submitted: $348 (See Instruction B) II. PERMIT INFORMATION: 1. Application is for (check all that apply):new, modified, renewed permit 2. If this application is being submitted to renew or modify an existing permit, provide the following: Permit number: WQ0041666 Date of most-recently issued permit: 11/15/2022 Date of most-recently certified Attachment A (if different than the permit): 11/15/2022 III. FACILITY INFORMATION: 1. Name of residuals processing facility: Wade G. Brown WTP City: Durham State: NC Zip: 27701 Coordinates: Latitude: 36 05 29 Longitude: 78 52 21 Datum:NAD83 Level of accuracy:nearest second Method of measurement: GPS County where facility is located: Durham 2. Facility contact (person familiar with residuals preparation): Name: Tom Lucas Title: WTP ORC Mailing address: 101 City Hall Plaza City: Durham State: NC Zip: 27701 Telephone number: (919) 560-4362 E-mail address: tom.lucas@durhamnc.gov FORM: DCAR 06-16 Page 2 of 3 3. Is the residual process facility also the generator? Yes; No If No, please specify delivery frequency and quantity of residual to be processed: ______ 4. Length of residuals storage at facility: 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); Residuals will be land applied by EMA Resources Inc. 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 Amounts to be added per 1.0 dry ton of residuals (dry ton) 3. Approximate amounts of the residuals received and processed at the facility: 2500 dry tons per year. 4. Approximate amounts of the final product (processed residuals) to be distributed: 2500 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 3 of 3 Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units) I, , attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. North Carolina Professional Engineer's Seal, Signature, and Date: Applicant's Certification: The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. Yes No, Explain; I, Erik Blankenship President (Signature Authority’s Name – PLEASE PRINT) (Title) attest that this application for EMA Resources Inc. (Facility Name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action, which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with North Carolina General Statutes §143-215.6A and §143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: Date: RE S I D U A L S S O U R C E F A C I L I T Y S U M M A R Y SU M M A R Y F O R F O R M : R S C 0 6 - 1 6 P a g e 1 Ap p l i c a n t ' s n a m e : EM A R e s o u r c e s I n c . St a t u s Co d e a Fa c i l i t y P e r m i t H o l d e r F a c i l i t y N a m e C o u n t y P e r m i t N u m b e r Ma x i m u m D r y T o n s P e r Y e a r Cu r r e n t b Pr o p o s e d M C i t y o f D u r h a m B r o w n W T P D u r h a m P W S 0 3 - 3 2 - 0 1 0 ( A ) 1 5 0 0 2 5 0 0 a St a t u s C o d e f o r s o u r c e f a c i l i t y a r e : N ( N e w ) R ( R e n e w e d ) M ( M o d i f i e d ) D ( D e l e t e d ) b The a m o u n t o f r e s i d u a l s c u r r e n t l y p e r m i t t e d f o r d i s t r i b u t i o n , l a n d a p p l i c a t i o n , o r d i s p o s a l ( i . e , n o t a p p l i c a b l e t o n e w f a c i l i t y ) . State of North Carolina Department of Environmental Quality Division of Water Resources RESIDUALS SOURCE CERTIFICATION FORM: RSC 06-16 FORM: RSC 06-16 Page 1 of 5 I. RESIDUALS SOURCE-GENERATING FACILITY INFORMATION (See Instruction B.): 1. Facility Name: City of Durham – Brown WTP 2. Facility permit holder is: Federal, State, Local Government, or Private. Facility permit issued by:Div. of Water Resources, Div. of Environmental Health, or Other (explain: ). 3. Facility contact person and title: Tom Lucas – WTP ORC Complete mailing address: 101 City Hall Plaza City: Durham State: NC Zip: 27701- Telephone number: (919) 560-4362 E-mail address: tom.lucas@durhamnc.gov 4. Facility physical address: 7297 Adams Fard Rd City: Durham State: NC Zip: 27712- Coordinates: Latitude: 36 05 29 Longitude: 78 52 21 Datum: NAD83 Level of accuracy: nearest second Method of measurement: MAP 5. Purpose of the facility: treatment of municipal wastewater,treatment of 100% domestic wastewater, treatment of potable water,treatment of 100% industrial wastewater, treatment of industrial wastewater mixed with domestic wastewater, (approximate percentages: % industrial and % domestic) other (explain: ). 6. Does the facility have an approved pretreatment program: Yes No 7. Facility permitted/design flow: 30 MGD and facility average daily flow: 27.3 (both WTPs) MGD 8. Average amount of residuals being generated at this facility 2200 dry tons per year. 9. Specify the following regarding treatment and storage volumes available at the facility: Type and volume of residuals treatment: Water treatment process Type and volume of residuals storage (i.e., outside of residuals treatment units): Approximately ½ acre covered storage pad II. RESIDUALS QUALITY INFORMATION (See Instruction C.): 1. Specify if residuals are regulated under: 40 CFR Part 503 or 40 CFR Part 257. Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40 CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257. 2. Specify if residuals are defined under 15A NCAC 02T.1102(6)as: Biological Non-Biological FORM: RSC 06-16 Page 2 of 5 Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems). 3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-hazardous under RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non-municipal, domestic wastewater only) a. Are the residuals listed in 40 CFR §261.31-§261.33: yes no. If yes, list the number(s): b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21- 261.24: yes no. Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and reactivity: Laboratory: Pace Analytical and Date of analysis: 1/10/24 Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5) Passed ignitability test:yes no. Flashpoint: >170 oF (> 140oF) Passed reactivity test: yes no. HCN: 0.478 mg/kg (<250) & H2S: <75 mg/kg (<500) TCLP Parameter Limit (mg/l) Result (mg/l) TCLP Parameter Limit (mg/l) Result (mg/l) Arsenic 5.0 ND Hexachlorobenzene 0.13 ND Barium 100.0 0.474 Hexachloro-1,3-Butadiene 0.5 ND Benzene 0.5 ND Hexachloroethane 3.0 ND Cadmium 1.0 ND Lead 5.0 ND Carbon Tetrachloride 0.5 ND Lindane 0.4 ND Chlordane 0.03 ND Mercury 0.2 ND Chlorobenzene 100.0 ND Methoxychlor 10.0 ND Chloroform 6.0 ND Methyl Ethyl Ketone 200.0 ND Chromium 5.0 ND Nitrobenzene 2.0 ND m-Cresol 200.0 ND Pentachlorophenol 100.0 ND o-Cresol 200.0 ND Pyridine 5.0 ND p-Cresol 200.0 ND Selenium 1.0 ND Cresol 200.0 ND Silver 5.0 ND 2,4-D 10.0 ND Tetrachloroethylene 0.7 ND 1,4-Dichlorobenzene 7.5 ND Toxaphene 0.5 ND 1,2-Dichloroethane 0.5 ND Trichloroethylene 0.5 ND 1,1-Dichloroethylene 0.7 ND 2,4,5-Trichlorophenol 400.0 ND 2,4-Dinitrotoluene 0.13 ND 2,4,6-Trichlorophenol 2.0 ND Endrin 0.02 ND 2,4,5-TP (Silvex) 1.0 ND Heptachlor and its Hydroxide 0.008 ND Vinyl Chloride 0.2 ND FORM: RSC 06-16 Page 3 of 5 4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105. a.For Distribution/Land Application:Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following metal parameters: Laboratory: Waypoint Analytical and Date of analysis: 03/04/2024 Parameter Ceiling Concentration Limits (ClassA & ClassB) (mg/kg) Monthly Average Concentration Limits (Class A Only) (mg/kg) Result (mg/kg) Arsenic 75 41 6.16 Cadmium 85 39 5.91 Copper 4,300 1,500 216 Lead 840 300 <4.93 Mercury 57 17 <0.112 Molybdenum 75 n/a 6.26 Nickel 420 420 30.1 Selenium 100 100 <8.62 Zinc 7,500 2,800 68 b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following metal parameters: Laboratory: and Date of analysis: Distance from Disposal Unit to Boundary to Closest Property Line (meters, check one) Arsenic (mg/kg) Chromium (mg/kg) Nickel (mg/kg) > 0 but < 25 30 200 210 34 220 240 39 260 270 46 300 320 53 360 390 62 450 420 Result (mg/kg) FORM: RSC 06-16 Page 4 of 5 5.Nutrient/Micronutrient Determination:Complete the following: a. Total solids: 20.3 %. b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and micronutrient parameters: Laboratory: Waypoint Analytical and Date of analysis: 03/04/2024 Parameter Result (mg/kg) Aluminum 20700 Ammonia-Nitrogen 626 Calcium <956 Magnesium 460 Nitrate-Nitrite Nitrogen 49.1 pH (Standard Unit) 5.2 Phosphorus 1110 Potassium 380 Sodium <320 Total Kjeldahl Nitrogen 7140 c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.96 [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: 10 %. This rate is a (check one): default value, or actually established. If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical justification as to why the selected default value is appropriate to be applied to these residuals: e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table: Application Method First (1st) Year PAN (mg/kg) Five-Year Maximum Adjusted PAN (mg/kg) Surface 1,014 1,404 Injection/Incorporation 1,327 1,717 6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide the results of the latest analyses: FORM: RSC 06-16 Page 5 of 5 7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements: a.For Distribution/Land Application of Class A or Equivalent: A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids, or A salmonella sp.density that is demonstration to be less than 3 MPN per 4 grams of total dry solids. AND one of the followings (except for non-biological residuals): Alternative 1 [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 II. 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 1 [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.1107(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.1107(a)(6)] - Alkaline Stabilization. Alternative 7 [15A NCAC 02T.1107(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.1107(b)(2)]. Not Applicable - Non-Biological Residuals with NO Domestic Wastewater Contribution. Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur when these residuals are applied and left on the land surface. Standard Operating Procedure and Operation and Maintenance Plan for Brown WTP Residuals – EMA Resources Inc. Permit Land Application Program – WQ0041666 1. Purpose a. Ensure the requirements of EMA Resources Inc. Permit# WQ0041666 are met. 2. Personnel a. The following is a list of personnel in order they are to be contacted when information needs to be shared. i. EMA Resources Inc. 1. David Ackley – Project Manager – 419-212-3699 2. Brent Collins – Director of Technical Services – 336-399-3646 3. Roy Whitaker – Director or Marketing – 336-909-1718 4. Mike Collins – Director of Operations – 336-399-6670 ii. City of Durham 1. Tom Lucas – WTP ORC – 919-560-4362 x35267 3. Operational Functions a. The operational function of this project will involve trucking cake residuals to agronomic sites. It is going to be spread at agronomic rates that are determined using the Realistic Yield Expectations (RYE) as outlined in the permit, the amount of other nutrient sources the landowner and operator has applied, and the residuals nutrient and metal sample that is current for that monitoring period. It is going to be spread with a cake applicator that will use an auger and paddles to spread the material in such a way as to achieve a consistent spread pattern. The material is going to be land applied on fields that have a crop growing on them that are going to either be grazed or cut for animal feed. Application rates will be reduced by 25% on fields that are primarily used for grazing in accordance with USDA-NRCS 590. Grazed fields will be determined by the farmers and EMA project managers. 4. Maintenance Schedule a. EMA Resources Inc. will follow the maintenance schedule as recommended by the EMA Resources Director of Operations (Mike Collins) for the equipment necessary to complete the job. 5. Safety Measures a. City of Durham-Brown WTP and EMA Resources Inc. believe in operating in a safety conscious manner and all employees participate in safety training that is designed to help employees recognize safety issues and take steps to prevent accidents from occurring. In addition, EMA Resources employees have the authority to stop operations if they think any aspect of the operation is going to cause environmental or personal harm. 6. Spill Response Plan a. In the unlikely event of a spill, the following action shall be taken immediately. i.Management of Spill Clean-up Activities: The EMA Resources Project Manager shall take immediate charge and initiate clean-up activities. EMA Resources labor and equipment is to be utilized. In the event additional labor and equipment is required, assistance may be requested from the City of Durham, The NC Department of Transportation, and other private contractors as necessary. ii.Halt the Source of the Spill: Such as a ruptured container or damaged transport unit. iii.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. ie. local farmers, farm supply centers, nurseries. iv.Initial 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. v.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 satisfactory of the property owner and state regulatory representatives. The ultimate goal will be restore the spill area to its original condition if possible. vi.Notification: As soon as possible after the spill occurs, the EMA Resources Project Manager or designee will notify the City of Durham and the EMA Resources main office. EMA Resources office staff are then responsible for notifying other key EMA Resources personnel. vii.Reporting: EMA Resources staff will notify the Raleigh Regional office of NCDENR by telephone (919) 791-4200 as soon as possible, but not more than 24 hours after, or on the next working day following the occurrence. The EMA Project Manager shall provide a written report within 48 hours of the spill to the EMA Resources Director of Technical Services and City of Durham staff. The report shall list all relative information and actions taken. With the assistance of EMA Resources personnel, and City of Durham personnel, a written report will be filed with the Raleigh Regional office 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. 7. Inspection Plan a. Inspection for the land application of residuals will be conducted on a minimum of a weekly basis at the land application site during land application activities. 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. Inspections will be conducted by David Ackley – Project Manager. These inspections will consist of the following: i. Verifying the application rates for each field that plan on receiving material. ii. Checking the calculated loads to ensure the correct amount of residuals are being land applied. iii. Ensure that all manned equipment has a copy of the permit and the operation and maintenance plan. iv. Ensure that the field has been flagged properly and that all buffers are being adhered to. v. Verify that the proper number of samples of the residuals have been taken and that it meets the criteria for land application. vi. The records will be kept in the EMA Resources project files in the main office. vii. EMA Resources and City of Durham staff will immediately inform the other party if any of the following conditions are noted. 1. Any occurrence with the distribution program resulting in the land application of significant amounts of material that is abnormal in quantity or characteristics. 2. Any failure of the distribution system that results in the release to surface waters. 3. Any time that self-monitoring indicates that the facility has gone out of compliance with the permit. 4. Any process failure that results in the system not adequately treating the residuals. 5. Any spill or discharge from a vehicle or piping system during residuals transportation. 6. Any release that requires immediate reporting outside normal business hours shall be called in by EMA Resources staff to DENR at (800) 858-0368. This number is to be called in the event of a release to surface waters or imminent failure of a storage system when the event occurs outside of normal business hours. 8. Sampling and Monitoring Plan a. Sampling for this project consists of sampling the residuals prior to land application occurring in order to ensure that the residuals are suitable for land application. b. The samples will be collected from the storage pad that holds the residuals c. David Ackley, Brent Collins, Roy Whitaker or other designee will be responsible for sample collection for nutrient and metal, TCLP, and soil samples. d. Nutrient, metal and TCLP sample aliquots will be collected randomly and consist of at least 7 individual aliquots mixed together in order to get the composite sample for these parameters. e. The residuals will be sampled annually for TCLP including the RCIIs. f. Metal and nutrient parameters will be collected and analyzed based on the requested dry ton numbers in the permit application. 9. Environmental Impacts a. The environmental impacts for residuals may be affected by this procedure. b. This procedure helps assure that land application is conducted in a safe and efficient manner while ensuring compliance with the laws and regulations and to minimize exposure, negative environmental impacts and public relation concerns. Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community City of Durham - WTP EMA Resources Inc.1 WQ0041666 BC SCALE: PROJECT NO: DATE: DRAWN BY: FIGURE NO. 12-19-21 1 " = 0.5 miles ± Property Boundary World Street Map Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community City of Durham - WTP EMA Resources Inc.1 WQ0041666 BC SCALE: PROJECT NO: DATE: DRAWN BY: FIGURE NO. 12-19-21 1 " = 660 feet ± Property Boundary Program Information 1. Provide a narrative explaining the following: a. How will the materials be handled and transported from where the residuals were produced to where it will be treated? The residuals are produced through non-biological water treatment processes at the Brown WTP. See process flow. Liquid material from the Williams WTP is trucked to the Brown WTP and comingled before being pressed using their belt filter press. Once the residuals have been dewatered, they will be stored at the on-site pad. When the residuals are ready to be land applied, they will be taken to agricultural sites by EMA Resources and land applied at agronomic rates. b. How will the residuals be processed/treated? See Process flow diagram and narrative. c. Where will the residuals be stored until processing? The residuals will be stored at their approximately ½ acre covered cake storage pad. d. How will the final product be distributed? The residuals will be delivered to local farmers via end dump trailers. Each load will be off-loaded to a high flotation applicator for application on a receiver site (grassland or row crop). Brown WTP Marketability Statement Residuals will be given to local farmers for crop production. EMA Resources Inc. will land apply the material for the local farmers who have chosen to receive the product. Cake spreaders will be utilized to spread the material in a consistent and even manner. The material will be applied to fields that have a cover crop growing, either grass for hay production, pasture, or row crops. Agronomic rates will be determined using the Realistic Yield Website through NC State. EMA Resources Inc. Land Application Permit WQ0041666 Label for Land Application The residuals that are land applied are produced at the Brown WTP at: 1615 Infinity Road, Durham, NC 27712. Mr. Tom Lucas, Brown Water Treatment ORC is the preparer of the residuals and responsible for the plant operations. The residuals from the Brown WTP will be land applied at agronomic rates based on the Realistic Yield Expectation rate for the fields and crops to be grown. The WTP 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. Cake Residuals Each private or public water supply source: 100 Surface waters such as intermittent and perennial streams, perennial waterbodies, and wetlands: 25 Surface water diversions such as ephemeral streams, waterways, and ditches: 0 Groundwater lowering ditches where the bottom of the ditch intersects the SHWT: 0 Each well with exception of monitoring wells: 100 Bedrock outcrops: 0 Residuals produced by the Brown WTP will be applied to agricultural fields in bulk and will be land applied according to this label as well as following all permit conditions listed in the land application permit WQ0041666. Adequate procedures will be followed to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. BROWN WTP RESIDUALS FLOW PROCESS SCHEMATIC 2021 Cake Storage Shed Ir to f Backwash Clarifiers Thickened Solids Belt Press Gravity Thickeners Holding Tanks I Dewatering t zi Backwash Eq Tanks Settled Solids Tanks BROWN WTP RESIDUALS FLOW PROCESS SCHEMATIC 2021 Backwash from Backwash Backwash Clarified Water goes Filters ► Equalization ► Clarifiers back to Terminal Basins Reservoir ty Lea �t y�o Sludge from Thickened Thickened Settled Solids Gravity Sedimentation Basins ------- 0. Thickeners ► Solids Holding Sludge from Basins Tanks Williams Belt Press Dewatering Filtrate goes to Sanitary Sewer ~ Filtrate goes to Filtrate EQ Tanks Pressed Cake goes to the Cake Storage Shed Cake is either ► Land Applied or Landfilled Quantitative Justification for Residuals Production Rate Facility: City of Durham – Brown WTP Requested Permitted Rate: 2500 dry tons/year Justification: We are requesting a permitted dry tonnage rate of 2500 dry tons of water plant residuals. This number is based on past data and an expected increase in their production. In 2023, EMA Resources land applied 2,247 which was higher than our currently permitted amount. This number includes the contributions from the Williams WTP material that is comingled and pressed at the Brown WTP. Waypoint, ANALYTICAL 3/20/2024 EMA Resources Inc Mr. Brent Collins 755 Yadkinville Rd Mocksville, NC, 27028 Ref: Analytical Testing Lab Report Number: 24-066-0042 Client Project Description: Brown WTP 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 ° Fax 901.213.2440 www.waypointanafytical.com Dear Mr. Brent Collins: Waypoint Analytical, LLC. received sample(s) on 3/6/2024 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. Where the laboratory was not responsible for the sampling stage (refer to the chain of custody) results apply to the sample as received. 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 2021) and NELAC unless otherwise indicated. Any parameter for which the laboratory is not officially NELAP accredited is indicated by a '—' symbol. These are not included in the scope because NELAP accreditation is either not available or has not been applied for. Additional certifications may be held/are available for parameters, where NELAP accreditation is not required or applicable. A full list of certifications is available upon request. 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, r Connie Cook Project Manager 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 10 Waypointo ANALYTICAL 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 0 Fax 901.213.2440 www.waypointanalytical.com Certification Summary Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN State Program Lab ID Expiration Date Alabama State Program 40750 02/28/2025 Arkansas State Program 88-0650 02/07/2025 California State Program 2904 06/30/2024 Florida State Program - NELAP E871157 06/30/2024 Georgia State Program C044 11/14/2025 Georgia State Program 04015 06/30/2024 Illinois State Program - NELAP 200078 10/31/2024 Kentucky State Program 80215 06/30/2024 Kentucky State Program KY90047 12/31/2024 Louisiana State Program - NELAP LA037 12/31/2024 Louisiana State Program - NELAP 04015 06/30/2024 Mississippi State Program MS 11/14/2025 North Carolina State Program 47701 07/31/2024 North Carolina State Program 415 12/31/2024 Pennsylvania State Program - NELAP 68-03195 05/31/2024 South Carolina State Program 84002 06/30/2024 Tennessee State Program 02027 11/14/2025 Texas State Program - NELAP T104704180 09/30/2024 Virginia State Program 00106 06/30/2024 Virginia State Program - NELAP 460181 09/14/2024 Page 1 of 1 00001/24-066-0042 Page 2 of 10 Waypoint 27(2) 90 Whitten Road, Memphis, TN 38133 Main 901.213.2400 ° Fax 901.213.2440 ANALYTICAL www.waypointanalytical.com Sample Summary Table Report Number: 24-066-0042 Client Project Description: Brown WTP Lab No Client Sample ID Matrix Date Collected 85737 Brown WTP Solids 03/04/2024 12:15 Date Received 03/06/2024 Page 3 of 10 Waypointo ANALYTICAL Client: EMA Resources Inc Project: Brown WTP Lab Report Number: 24-066-0042 Date: 3/20/2024 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 1 Fax 901.213.2440 www.waypointanalytical.com CASE NARRATIVE Block Digestion and FIA Method 4500NORGD-2011 Analyte: Total Kjeldahl Nitrogen QC Batch No: 1-737601 /L737301 Matrix spike recovery outside of control limits. Acceptable LCS recovery indicates the system was in control, but the reported result could be affected by matrix interference. Metals Analysis Method 6010D Sample 85735 (North Durham) Analyte: Aluminum QC Batch No: 1-737815/1-737486 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 85737 (Brown WTP) Analyte: Aluminum QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Arsenic QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Calcium QC Batch No: 1-737815/1-737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Cadmium QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Chromium QC Batch No: 1-737815/1-737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Copper QC Batch No: 1-737815/1-737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85735 (North Durham) Analyte: Iron Page 4 of 10 Waypointo ANALYTICAL 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 1 Fax 901.213.2440 www.waypointanalytical.com QC Batch No: L737815/L737486 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 85737 (Brown WTP) Analyte: Iron QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Potassium QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85735 (North Durham) Analyte: Potassium QC Batch No: L737956/L737486 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 85737 (Brown WTP) Analyte: Magnesium QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Manganese QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Molybdenum QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Sodium QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Nickel QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85735 (North Durham) Analyte: Phosphorus QC Batch No: L737815/L737486 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 85737 (Brown WTP) Page 5 of 10 Waypointo ANALYTICAL 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 1 Fax 901.213.2440 www.waypointanalytical.com Analyte: Phosphorus QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Lead QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Sulfur QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Selenium QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Sample 85737 (Brown WTP) Analyte: Zinc QC Batch No: L737815/L737486 This analyte was analyzed at a dilution due to IEC interference/matrix interference. Page 6 of 10 Waypointo ANALYTICAL 46245 EMA Resources Inc Mr. Brent Collins 755 Yadkinville Rd Mocksville , NC 27028 Project Brown WTP Information : 2790 Whitten Road, Memphis, TN 38133 Main 901,213,2400 0 Fax 901.213.2440 www.waypointanalytical.com Report Date : 03/20/2024 nnReceived : 03/06/2024 (- Connie Cook Report Number : 24-066-0042 REPOR T OF A NA L YSIS Project Manager Lab No : 85737 Matrix: Solids Sample ID : Brown WTP Sampled: 3/4/2024 12:15 Test Results Units MDL MQL DF Date / Time By Analytical Analyzed Method Moisture 79.7 % 0.010 0.010 1 03/07/2414:10 CAH SW-DRYWT Ammonia Nitrogen 626 mg/Kg - dry 78.8 493 1 03/19/24 15:40 JPJ 4500NH3C-2011 Nitrate+Nitrite-N 49.1 mg/Kg - dry 23.9 25.3 1 03/18/24 11:05 JRZ 4500NO3F-2016 Organic N 6500 mg/Kg - dry 936 1760 1 03/08/24 13:26 CALCULATION pH 5.2 s.u. 1 03/08/2416:00 CNB 9045D Total Solids 20.3 % 0.010 0.010 1 03/07/24 14:10 CAH 254OG-2011 Total Kjeldahl Nitrogen 7140 mg/Kg - dry 1760 1 03/08/24 13:26 ANH 4500NORGD-2011 Phosphorus 1110 mg/Kg - dry 69.0 123 5 03/11/24 12:39 BKN 6010D Aluminum 20700 mg/Kg - dry 115 123 5 03/11/24 12:39 BKN 6010D Arsenic 6.16 J mg/Kg - dry 6.16 12.3 5 03/11/24 12:39 BKN 6010D Cadmium 5.91 mg/Kg - dry 1.23 2.46 5 03/11/24 12:39 BKN 6010D Calcium <956 mg/Kg - dry 956 1230 5 03/11/24 12:39 BKN 6010D Chromium 21.0 mg/Kg - dry 6.16 6.16 5 03/11/24 12:39 BKN 6010D Copper 216 mg/Kg - dry 7.39 12.3 5 03/11/24 12:39 BKN 6010D Iron 345000 mg/Kg - dry 421 493 10 03/11/24 12:23 BKN 6010D Lead <4.93 mg/Kg - dry 4.93 7.39 5 03/11/24 12:39 BKN 6010D Magnesium 460 mg/Kg - dry 64.0 123 5 03/11/24 12:39 BKN 6010D Manganese 2630 mg/Kg - dry 8.62 12.3 5 03/11/24 12:39 BKN 6010D Mercury <0.112 mg/Kg - dry 0.112 0.931 1 03/13/24 12:32 FDS 7471A Molybdenum 6.26 mg/Kg - dry 3.69 6.16 5 03/11/24 12:39 BKN 6010D Nickel 30.1 mg/Kg - dry 3.69 6.16 5 03/11/24 12:39 BKN 6010D Potassium 380 mg/Kg - dry 153 246 5 03/11/24 12:39 BKN 6010D Selenium <8.62 mg/Kg - dry 8.62 12.3 5 03/11/24 12:39 BKN 6010D Qualifiers/ DF Dilution Factor Definitions MQL Method Quantitation Limit J Estimated value Page 7 of 10 Waypointo ANALYTICAL 46245 EMA Resources Inc Project Brown WTP Mr. Brent Collins 755 Yadkinville Rd Information Mocksville , NC 27028 Report Number : 24-066-0042 Lab No : 85737 Sample ID : Brown WTP Test 2790 Whitten Road, Memphis, TN 38133 Main 901.213.2400 0 Fax 901.213.2440 www.waypointanalytical.com REPORT OFANAL YSIS Results Units MDL Report Date : 03/20/2024 Received : 03/06/2024 C- Ce� Connie Cook Project Manager Matrix: Solids Sampled: 3/4/ 2024 12.15 MQL DF Date / Time By Analytical Analyzed Method Sodium <320 mg/Kg - dry 320 616 5 03/11/24 12:39 BKN 6010D Zinc 68.0 mg/Kg - dry 20.9 30.8 5 03/11/24 12:39 BKN 6010D Sulfur 3870 mg/Kg - dry 128 246 5 03/11/24 12:39 BKN 6010D Sodium Absorption Ratio <0.01 Ratio 0.01 0.01 5 03/11/24 12:39 CALCULATION Qualifiers/ DF Dilution Factor Definitions MQL Method Quantitation Limit J Estimated value Page 8 of 10 • WayPAo�nt,.(2) 2790 n 901.2 Road, Memphis, TN 39133 21.2440 Main 9D1.213.2401] * Fax 901.213.2440 NALYTICAL www.waypointanalytical.com Shipment Receipt Form Customer Number: 46245 Customer Name: EMA Resources Inc Report Number: 24-066-0042 Shipping Method Fed Ex 0 US Postal 0 Lab 0 Other: I 0 UPS 0 Client 0 Courier Thermometer ID: IT137 Shipping container/cooler uncompromised? 0 Yes 0 No Number of coolers/boxes received I ' 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? 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? 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 0 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 0 N/A Soil VOA method 5035 — compliance criteria met 0 Yes 0 No N/A F_ 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 No Comments: Signature: ICarleen Qualls Date & Time: 103/06/2024 10:00:41 Page 9 of 10 Client Name/Address EMA Resources Inc 755 Yadkinvilte Rd Mocksville, NC 27028 Project Description Project Number Client Project Manager/Contact Brent Collins ProjeWSite Location (City/State) Sc,ow^ w rP Project Manager Phone ft 336-399-3646 Billing Information Account #46245 HRUSH —Additional charges apply Special Detection Limits) Date Results Needed Project Manager Email t)rent.collins@emaresources.com For Laboratory Use Only Met of Shi ment Fed Ex ups �us?s Courier Client Drop Off Other Purchase Order Number &cal-i^ w rP 'm z V) d o U Waypoint a _ ANALYTICAL c F' CD - 2790 Whitten Road `� °��' rn Q D Ll"' SSemphis, 7'N 38133 Unless noted, all containers (901) 213•2400 per Table II of 40 CFR Part x m 2 I0 Q r y Lj 136. Date Time Sample Identification E z Re uired Analti$is / Preservative 3J� 17:! 5 brown lAI TP I ��� C ✓ I/ ►� ✓ ✓ 1:2 J 11t11111111111111111111111111111El I D1111111I1111111I11 It fl�2024� _ LMA Resc+urces Inc 10 00--23 Grown WTP Matrix Key WW —Wastewater GW—Groundwater DW — Drinking Water S—Soil /Solid O — Oil p - Product M - Misc Site/Facility ID # A Cool < 10C Na25203IMicro Only) 8 Cool-6C C H2504 pH,2 D Nane Required E NaOH pk�10 F HNO3 pHc2 G HCL PW2 H H3PO4 pHsZ 1 Cool — 6C NAZ5203 Comments/Notes Meta1s:A1.As, Ca,Cd,Cr,Cu , Fe, Pb Mn,Mg,Mo, Hg,Nf,Se, Na,P,S, K,Zn For Lahoratory Use Only Sampled by (Name — Print) Client Remarks/Comments Ice CLab Comments Seals !I J Sludge Samples - Report Dry Weight Seals �� �N y Relinquished (SIGNATURE Date Time Received by: (SIGNATURE) Date Time Blan Cooler mp Relinquished by: [SIGNATURE) Date Time Received by: [SIGNATURE) Date Time Relin uished b ' q y: [SIGNATURE) Date Time rc�ive ySIGNATURE) r2 �Datte�] Ti e �� I jf LS/ rS � I Pace Analytical ANALYTICAL REPORT January 24, 2024 EMA Resources Sample Delivery Group Samples Received: Project Number: Description: Report To: L1695669 01/11/2024 Sludge Mr. Brent Collins 755 Yadkinville Road Mocksville, NC 27028 Entire Report Reviewed By zez:9��" Reagan Johnson Project Manager r Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be reproduced, except in full, without written approval ofthe laboratory. Where applicable, sampling conducted by Pace Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided, and as the samples are received. ACCOUNT: PROJECT: S DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 1 of 21 TABLE OF CONTENTS Cp: Cover Page Tc: Table of Contents Ss: Sample Summary Cn: Case Narrative Sr: Sample Results BROWN WTP L1695669-01 Qc: Quality Control Summary Wet Chemistry by Method 9012 B Wet Chemistry by Method 9034-9030B Wet Chemistry by Method 9045D Wet Chemistry by Method D93/1010A Mercury by Method 7470A Metals (ICP) by Method 6010D Volatile Organic Compounds (GC/MS) by Method 8260D Chlorinated Acid Herbicides (GC) by Method 8151A Pesticides (GC) by Method 8081B Semi Volatile Organic Compounds (GC/MS) by Method 8270E GI: Glossary of Terms Al: Accreditations & Locations Sc: Sample Chain of Custody 1 2 3 4 5 5 7 7 8 9 10 11 12 13 15 16 17 19 20 21 FP1 FSS FCn] FSr FqC FG1 gAl 9 Sc ACCOUNT: PROJECT: S DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 2 of 21 SAMPLE SUMMARY BROWN WTP L1695669-01 Waste Method Preparation by Method 1311 Preparation by Method 1311 Wet Chemistry by Method 9012 B Wet Chemistry by Method 9034-9030B Wet Chemistry by Method 9045D Wet Chemistry by Method D93/1010A Mercury by Method 7470A Metals (ICP) by Method 6010D Volatile Organic Compounds (GC/MS) by Method 8260D Chlorinated Acid Herbicides (GC) by Method 8151A Pesticides (GC) by Method 8081B Semi Volatile Organic Compounds (GC/MS) by Method 8270E Collected by Brent Collins Batch Dilution Preparation date/time WG2207860 T1 01/19/2412:41 WG2208021 1 01/17/2413:40 WG2206160 1 01/12/2413:14 WG2205204 1 01/14/24 09:47 WG2206462 1 01/13/24 09:47 WG2208644 1 01/18/2415:15 WG2209772 1 01/20/2410:55 WG2209813 1 01/21/2410:14 WG2208740 1 01/18/2415:11 WG2209661 1 01/21/24 07:50 WG2209670 1 01/21/24 09:44 WG2209666 1 01/21/24 09:43 Collected date/time Received date/time 01/10/2410:00 01/11/24 09:00 Analysis Analyst Location date/time 01/19/2412:41 BTP Mt. Juliet, TN 01/17/2413:40 BTP Mt. Juliet, TN 01/12/2417:08 UNP Mt. Juliet, TN 01/14/2410:17 DMA Mt. Juliet, TN 01/13/2411:50 KRB Mt. Juliet, TN 01/18/2415:15 ARV Mt. Juliet, TN 01/20/2415:26 AKB Mt. Juliet, TN 01/21/2413:58 DJS Mt. Juliet, TN 01/18/2415:11 JCP Mt. Juliet, TN 01/21/2419:26 AMM Mt. Juliet, TN 01/21/2417:49 NWH Mt. Juliet, TN 01/23/2419:27 JRM Mt. Juliet, TN FP1 z Tc 4 Cn FSr FqC FG1 gAl 9 Sc ACCOUNT: PROJECT: S DG: DATE/TIME: EMA Resources L1695669 01/24/24 09:55 PAGE: 3 of 21 CASE NARRATIVE All sample aliquots were received at the correct temperature, in the proper containers, with the FP1 appropriate preservatives, and within method specified holding times, unless qualified or notated within the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples IT C have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control are within established criteria except where addressed in this case narrative, a non-conformance form or properly qualified within the sample results. By my digital signature below, I affirm to the best of my FSS knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the quality of the data have been identified by the laboratory, and no information or data have been knowingly withheld that would affect the quality of the data. FSr � MC FG Reagan Johnson Rl Project Manager E Project Narrative All Reactive Cyanide results reported in the attached report were determined as totals using method 9012 B. All Reactive Sulfide results reported in the attached report were determined as totals using method 9034-9030B. ACCOUNT: PROJECT: S DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 4 of 21 BROWN WTP SAMPLE RESULTS - 01 Collected date/time: 01/10/24 10:00 L1695669 Preparation by Method 1311 Result Qualifier Prep Batch Analyte date / time TCLP Extraction 1/19/202412:41:30 PM WG2207860 TCLP ZHE Extraction - 1/17/20241:40:13 PM WG2208021 Initial pH 6.47 1/19/202412:41:30 PM WG2207860 Final pH 4.97 1/19/202412:41:30 PM WG2207860 Wet Chemistry by Method 9012 B Result Qualifier RDL Analyte mg/kg mg/kg Reactive Cyanide 0.478 J6 0.250 Wet Chemistry by Method 9034-9030B Result Qualifier RDL Analyte mg/kg mg/kg Reactive Sulfide ND 75.0 Wet Chemistry by Method 9045D Dilution Analysis date / time 1 01/12/202417:08 Batch WG2206160 Dilution Analysis Batch date / time 1 01/14/202410:17 WG2205204 Result Qualifier Dilution Analysis Batch Analyte su date / time Corrosivity by pH 6.06 T8 1 01/13/202411:50 WG2206462 Sample Narrative: L1695669-01 WG2206462: 6.06 at 20.7C Wet Chemistry by Method D93/1010A Result Qualifier Dilution Analysis Batch Analyte Deg. F date / time Ignitability DNIat170 1 01/18/202415:15 WG2208644 Mercury by Method 7470A Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time Mercury ND 0.0100 0.20 1 01/20/202415:26 WG2209772 Metals (ICP) by Method 6010D Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time Arsenic ND 0.100 5 1 01/21/202413:58 WG2209813 Barium 0.474 0.100 100 1 01/21/202413:58 WG2209813 Cadmium ND 0.100 1 1 01/21/202413:58 WG2209813 Chromium ND 0.100 5 1 01/21/202413:58 WG2209813 Lead ND 0.100 5 1 01/21/202413:58 WG2209813 Selenium ND 0.100 1 1 01/21/202413:58 WG2209813 Silver ND 0.100 5 1 01/21/202413:58 WG2209813 Volatile Organic Compounds (GC/MS) by Method 8260D Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time Benzene ND 0.0500 0.50 1 01/18/202415:11 WG2208740 Carbon tetrachloride ND 0.0500 0.50 1 01/18/202415:11 WG2208740 Chlorobenzene ND 0.0500 100 1 01/18/202415:11 WG2208740 Chloroform ND 0.250 6 1 01/18/202415:11 WG2208740 1,2-Dichloroethane ND 0.0500 0.50 1 01/18/202415:11 WG2208740 ACCOUNT: PROJECT: 5 DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 5 of 21 BROWN WTP SAMPLE RESULTS - 01 Collected date/time: 01/10/24 10:00 L1695669 Volatile Organic Compounds (GC/MS) by Method 8260D Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time 1,1-Dichloroethene ND 0.0500 0.70 1 01/18/202415:11 WG2208740 2-Butanone (MEK) ND 0.500 200 1 01/18/202415:11 WG2208740 Tetrachloroethene ND 0.0500 0.70 1 01/18/202415:11 WG2208740 Trichloroethene ND 0.0500 0.50 1 01/18/202415:11 WG2208740 Vinyl chloride ND 0.0500 0.20 1 01/18/202415:11 WG2208740 (S) Toluene-d8 84.4 80.0-120 011181202415:11 WG2208740 (S) 4-Bromofluorobenzene 86.8 77.0-126 011181202415:11 WG2208740 (S)1,2-Dich/oroethane-d4 81.5 70.0-130 011181202415:11 WG2208740 Chlorinated Acid Herbicides (GC) by Method 8151A Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time 2,4,5-TP (Silvex) ND 0.00200 1 01/21/202419:26 WG2209661 2,4-D ND 0.00200 1 01/21/202419:26 WG2209661 (S) 2,4-Dichlorophenyl Acetic Acid 80.0 14.0-158 011211202419:26 WG2209661 Pesticides (GC) by Method 8081B Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time Chlordane ND 0.00500 0.03 1 01/21/202417:49 WG2209670 Endrin ND 0.00500 0.02 1 01/21/202417:49 WG2209670 Heptachlor ND 0.00500 0.0080 1 01/21/202417:49 WG2209670 Heptachlor epoxide ND 0.00500 0.0080 1 01/21/202417:49 WG2209670 Lindane ND 0.00500 0.40 1 01/21/202417:49 WG2209670 Methoxychlor ND 0.00500 10 1 01/21/202417:49 WG2209670 Toxaphene ND 0.0100 0.50 1 01/21/202417:49 WG2209670 (S) Decochlorobipheny/ 56.7 10.0-128 01/21/202417.49 WG2209670 (S) Tetrochloro-m-xylene 68.6 10.0-127 011211202417.49 WG2209670 Semi Volatile Organic Compounds (GC/MS) by Method 8270E Result Qualifier RDL Limit Dilution Analysis Batch Analyte mg/I mg/I mg/I date/time 1,4-Dichlorobenzene ND 0.100 7.50 1 01/23/202419:27 WG2209666 2,4-Dinitrotoluene ND 0.100 0.13 1 01/23/202419:27 WG2209666 Hexachlorobenzene ND 0.100 0.13 1 01/23/202419:27 WG2209666 Hexachloro-1,3-butadiene ND 0.100 0.50 1 01/23/202419:27 WG2209666 Hexachloroethane ND 0.100 3 1 01/23/202419:27 WG2209666 Nitrobenzene ND 0.100 2 1 01/23/202419:27 WG2209666 Pyridine ND 0.100 5 1 01/23/202419:27 WG2209666 3&4-Methyl Phenol ND 0.100 400 1 01/23/202419:27 WG2209666 2-Methylphenol ND 0.100 200 1 01/23/202419:27 WG2209666 Pentachlorophenol ND 0.100 100 1 01/23/202419:27 WG2209666 2,4,5-Trichlorophenol ND 0.100 400 1 01/23/202419:27 WG2209666 2,4,6-Trichlorophenol ND 0.100 2 1 01/23/202419:27 WG2209666 (S) 2-Fluoropheno/ 22.3 10.0-120 01/23/202419:27 WG2209666 (S) Phenol-d5 15.0 10.0-120 011231202419:27 WG2209666 (S) Nitrobenzene-d5 62.0 10.0-127 011231202419:27 WG2209666 (S) 2-Fluorobiphenyl 60.2 10.0-130 011231202419:27 WG2209666 (S)2,4,6-Tribromopheno/ 38.4 10.0-155 01/23/202419:27 WG2209666 (S) p-Terphenyl-d14 52.3 10.0-128 011231202419:27 WG2209666 ACCOUNT: PROJECT: S DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 6 of 21 WG2206160 Wet Chemistry by Method 9012 B Method Blank (MB) (MB) R4022621-1 01/12/2416:58 MB Result Analyte mg/kg Reactive Cyanide U MB Qualifier MB MDL MB RDL mg/kg mg/kg 0.0390 0.250 L1695669-01 Original Sample (OS) • Duplicate (DUP) (OS) L1695669-01 01/12/2417:08 • (DUP) R4022621-3 01/12/2417:09 Original Result DUP Result Dilution DUP RPD Analyte mg/kg mg/kg % Reactive Cyanide 0.478 0.475 1 0.699 Laboratory Control Sample (LCS) QUALITY CONTROL SUMMARY L1695669-01 DUP Qualifier DUP RPD Limits o� 20 (LCS) R4022621-6 01/12/2417:27 Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier Analyte mg/kg mg/kg % % Reactive Cyanide 2.50 2.35 94.0 85.0-115 L1695669-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1695669-01 01/12/2417:08 • (MS) R4022621-4 01/12/2417:11 • (MSD) R4022621-5 01/12/2417:15 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD Analyte mg/kg mg/kg mg/kg mg/kg % % % % Reactive Cyanide 1.67 0.478 1.60 1.59 67.5 66.7 1 75.0-125 J6 J6 0.854 Sample Narrative: MS: Matrix spike failure due to matrix interference. MSD: Matrix spike failure due to matrix interference. RPD Limits o� 20 Rp FTC] FSS Fn] Fr FGI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 7 of 21 WG2205204 Wet Chemistry by Method 9034-9030B Method Blank (MB) (MB) R4023746-1 01/14/2410:17 MB Result MB Qualifier MB MDL Analyte mg/kg mg/kg Reactive Sulfide U 30.0 Laboratory Control Sample (LCS) MB RDL mg/kg 75.0 QUALITY CONTROL SUMMARY L1695669-01 (LCS) R4023746-2 01/14/2410:17 Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier Analyte mg/kg mg/kg % % Reactive Sulfide 100 99.9 99.9 53.8-124 L1695070-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1695070-04 01/14/2410:17 • (MS) R4023746-3 01/14/2410:17 • (MSD) R4023746-4 01/14/2410:17 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits Analyte mg/kg mg/kg mg/kg mg/kg % % % % % Reactive Sulfide 100 ND ND ND 59.6 67.4 1 10.0-136 0.000 20 Rp FTc FSS Fn] Fr FGI E FSC ACCOUNT: PROJECT: SDG: EMA Resources L1695669 DATE/TIME: 01/24/24 09:55 PAGE: 8of21 WG2206462 Wet Chemistry by Method 9045D QUALITY CONTROL SUMMARY L1695669-01 Laboratory Control Sample (LCS) (LCS) R4022734-1 01/13/2411:50 Spike Amount LCS Result Analyte su su Corrosivity by pH 10.0 10.0 Sample Narrative: LCS:10 at 20C LCS Rec. Rec. Limits LCS Qualifier 100 99.0-101 Rp FTC FSS Fn] Fr FG FAI FSC ACCOUNT: EMA Resources PROJECT: SDG: DATE/TIME: PAGE: L1695669 01/24/24 09:55 9 of 21 WG2208644 Wet Chemistry by Method D93/1010A L1695669-01 Original Sample (OS) • Duplicate (DUP) (OS) L1695669-01 01/18/2415:15 • (DUP) R4024024-3 01/18/2415:15 Original Result DUP Result Dilution DUP RPD Analyte Deg. F Deg. F % Ignitability DNI at 170 DNI at 170 1 0.000 QUALITY CONTROL SUMMARY L1695669-01 DUP Qualifier DUP RPD Limits 10 Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD) (LCS) R4024024-1 01/18/2415:15 • (LCSD) R4024024-2 01/18/2415:15 Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits Analyte Deg. F Deg. F Deg. F % % % Ignitability 126 125 125 98.9 98.9 95.6-104 LCS Qualifier LCSD Qualifier RPD RPD Limits 0.000 10 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 10 of 21 WG2209772 Mercury by Method 7470A Method Blank (MB) (MB) R4024606-1 01/20/2415:21 MB Result Analyte mg/I Mercury U MB Qualifier MB MDL MB RDL mg/I mg/I 0.00330 0.0100 Laboratory Control Sample (LCS) QUALITY CONTROL SUMMARY L1695669-01 (LCS) R4024606-2 01/20/2415:24 Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier Analyte mg/I mg/I % % Mercury 0.0300 0.0316 105 80.0-120 L1695669-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1695669-01 01/20/2415:26 • (MS) R4024606-3 01/20/2415:29 • (MSD) R4024606-4 01/20/2415:31 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD Analyte mg/I mg/I mg/I mg/I % % % % Mercury 0.0300 ND 0.0310 0.0307 103 102 1 75.0-125 RPD Limits o� 20 Rp FTc FSS Fn] Fr FGI E FSC ACCOUNT: PROJECT: EMA Resources SDG: L1695669 DATE/TIME: 01/24/24 09:55 PAGE: 11 of 21 WG2209813 Metals (ICP) by Method 6010D Method Blank (MB) (MB) R4024794-1 01/21/2413:40 MB Result MB Qualifier Analyte mg/I Arsenic U Barium U Cadmium U Chromium U Lead U Selenium 0.0613 J_ Silver U Laboratory Control Sample (LCS) (1-CS) R4024794-2 01/21/2413:43 Spike Amount LCS Result Analyte mg/I mg/I Arsenic 10.0 9.99 Barium 10.0 9.48 Cadmium 10.0 9.56 Chromium 10.0 9.30 Lead 10.0 9.36 Selenium 10.0 10.2 Silver 2.00 1.90 MB MDL mg/I 0.0330 0.0330 0.0330 0.0330 0.0330 0.0330 0.0330 LCS Rec. 99.9 94.8 95.6 93.0 93.6 102 95.1 QUALITY CONTROL SUMMARY L1695669-01 MB RDL mg/I 0.100 0.100 0.100 0.100 0.100 0.100 0.100 Rec. Limits 80.0-120 80.0-120 80.0-120 80.0-120 80.0-120 80.0-120 80.0-120 LCS Qualifier L1695897-15 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1695897-15 01/21/2413:46 • (MS) R4024794-4 01/21/2413:52 • (MSD) R4024794-5 01/21/2413:55 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits Analyte mg/I mg/I mg/I mg/I % % % Arsenic 10.0 ND 10.3 10.4 103 104 1 75.0-125 Barium 10.0 0.572 10.3 10.4 96.9 98.1 1 75.0-125 Cadmium 10.0 ND 9.88 10.0 98.8 100 1 75.0-125 Chromium 10.0 ND 9.49 9.68 94.9 96.8 1 75.0-125 Lead 10.0 ND 9.55 9.69 95.5 96.9 1 75.0-125 Selenium 10.0 ND 10.5 10.7 105 107 1 75.0-125 Silver 2.00 ND 1.96 2.00 97.9 100 1 75.0-125 MS Qualifier MSD Qualifier RPD RPD Limits 0.968 20 1.18 20 1.29 20 1.97 20 1.44 20 1.70 20 2.26 20 Rp FTC] FSS Fn] Fr FGI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 12 of 21 WG2208740 QUALITY CONTROL SUMMARY Volatile Organic Compounds (GC/MS) by Method 8260D L1695669-01 Method Blank (MB) (MB) R4024218-3 01/18/2412:22 MB Result MB Qualifier MB MDL MB RDL Analyte mg/I mg/I mg/I Benzene U 0.0167 0.0500 Carbon tetrachloride U 0.0167 0.0500 Chlorobenzene U 0.0167 0.0500 Chloroform U 0.0833 0.250 1,2-Dichloroethane U 0.0167 0.0500 1,1-Dichloroethene U 0.0167 0.0500 2-Butanone (MEK) U 0.167 0.500 Tetrachloroethene U 0.0167 0.0500 Trichloroethene U 0.0167 0.0500 Vinyl chloride U 0.0167 0.0500 (S) Toluene-d8 88.1 80.0-120 (S) 4-Bromofluorobenzene 83.1 77.0-126 (S)1,2-Dichloroethane-d4 81.8 70.0-130 Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD) (LCS) R4024218-1 01/18/2410:30 • (LCSD) R4024218-2 01/18/2410:49 Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits Analyte mg/I mg/I mg/I % % % % % Benzene 0.250 0.263 0.289 105 116 70.0-123 9.42 20 Carbon tetrachloride 0.250 0.235 0.262 94.0 105 68.0-126 10.9 20 Chlorobenzene 0.250 0.265 0.259 106 104 80.0-121 2.29 20 Chloroform 0.250 0.264 0.271 106 108 73.0-120 2.62 20 1,2-Dichloroethane 0.250 0.260 0.264 104 106 70.0-128 1.53 20 1,1-Dichloroethene 0.250 0.229 0.267 91.6 107 71.0-124 15.3 20 2-Butanone (MEK) 1.25 1.36 1.33 109 106 44.0-160 2.23 20 Tetrachloroethene 0.250 0.247 0.240 98.8 96.0 72.0-132 2.87 20 Trichloroethene 0.250 0.228 0.239 91.2 95.6 78.0-124 4.71 20 Vinyl chloride 0.250 0.241 0.253 96.4 101 67.0-131 4.86 20 (S) Toluene-d8 87.8 82.1 80.0-120 (S) 4-Bromofluorobenzene 92.8 82.0 77.0-126 (S)1,2-Dichloroethane-d4 80.1 81.3 70.0-130 Rp FTc FSS Fn] Fr FGI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 13 of 21 WG2208740 QUALITY CONTROL SUMMARY Volatile Organic Compounds (GC/MS) by Method 8260D L1695669-01 L1695669-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) Rp (OS) L1695669-01 01/18/2415:11 • (MS) R4024218-4 01/18/2419:16 • (MSD) R4024218-5 01/18/2419:35 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits Analyte mg/I mg/I mg/I mg/I % % % % % F Benzene 0.250 ND 0.312 0.324 125 130 1 17.0-158 3.77 27 Carbon tetrachloride 0.250 ND 0.291 0.301 116 120 1 23.0-159 3.38 28 FSS Chlorobenzene 0.250 ND 0.299 0.313 120 125 1 33.0-152 4.58 27 Chloroform 0.250 ND 0.326 0.336 130 134 1 29.0-154 3.02 28 1,2-Dichloroethane 0.250 ND 0.309 0.327 124 131 1 29.0-151 5.66 27 Fn] 1,1-Dichloroethene 0.250 ND 0.285 0.214 114 85.6 1 11.0-160 28.5 29 2-Butanone (MEK) 1.25 ND 1.61 1.62 129 130 1 10.0-160 0.619 32 Fr Tetrachloroethene 0.250 ND 0.264 0.288 106 115 1 10.0-160 8.70 27 Trichloroethene 0.250 ND 0.275 0.283 110 113 1 10.0-160 2.87 25 Vinyl chloride 0.250 ND 0.271 0.290 108 116 1 10.0-160 6.77 27 (S) Toluene-d8 85.0 86.1 80.0-120 (S) 4-Bromofluorobenzene 89.0 89.1 77.0-126 FGI (S)1,2-Dichloroethane-d4 83.9 84.7 70.0-130 FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 14 of 21 WG2209661 Chlorinated Acid Herbicides (GC) by Method 8151A Method Blank (MB) (MB) R4024883-1 01/21/2415:52 MB Result MB Qualifier MB MDL Analyte mg/l mg/l 2,4,5-TP (Silvex) U 0.000667 2,4-D U 0.000667 (S) 2,4-Dich/oropheny/ Acetic 78.4 Acid Laboratory Control Sample (LCS) (LCS) R4024883-2 01/21/2416:03 QUALITY CONTROL SUMMARY L1695669-01 MB RDL mg/l 0.00200 0.00200 14.0-158 Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier Analyte mg/l mg/1 % % 2,4,5-TP (Silvex) 0.0500 0.0481 96.2 50.0-125 2,4-D 0.0500 0.0467 93.4 50.0-120 (S) 2,4-Dich/oropheny/ Acetic 79.4 14. 0-158 Acid L1694991-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1694991-01 01/21/2418:41 • (MS) R4024883-3 01/21/2418:52 • (MSD) R4024883-4 01/21/2419:04 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits Analyte mg/l mg/l mg/l mg/l % % % % % 2,4,5-TP (Silvex) 0.0500 ND 0.0501 0.0496 100 99.2 1 50.0-125 E P 1.00 20 2,4-D 0.0500 ND 0.0470 0.0472 94.0 94.4 1 50.0-120 0.425 20 (S) 2,4-Dich/oropheny/ Acetic 69.2 70.2 14.0-158 Acid ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 15 of 21 WG2209670 QUALITY CONTROL SUMMARY Pesticides (GC) by Method 8081B L1695669-01 Method Blank (MB) Rp(MB) R4024752-1 01/21/2416:38 MB Result MB Qualifier MB MDL MB RDL Analyte mg/I mg/I mg/I FTC] Chlordane U 0.00167 0.00500 Endrin U 0.00167 0.00500 FSS Heptachlor U 0.00167 0.00500 Heptachlor epoxide U 0.00167 0.00500 Lindane U 0.00167 0.00500 Fn] Methoxychlor U 0.00167 0.00500 Toxaphene U 0.00333 0.0100 Fr (S) Decachlorobipheny/ 64.9 10.0-128 (S) Tetrochloro-m-xylene 73.0 10.0-127 Laboratory Control Sample (LCS) FGI (LCS) R4024752-2 01/21/2416:47 Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier FAI Analyte mg/I mg/I % % Endrin 0.0100 0.00836 83.6 57.0-134 0.0100 0.00827 82.7 27.0-132 FSCHeptachlor Heptachlor epoxide 0.0100 0.00774 77.4 57.0-130 Lindane 0.0100 0.00773 77.3 55.0-129 Methoxychlor 0.0100 0.00904 90.4 54.0-155 (S) Decachlorobipheny/ 69.5 10.0-128 (S) Tetrochloro-m-xylene 72.2 10.0-127 L1694886-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1694886-04 01/21/2416:56 • (MS) R4024752-3 01/21/2417:04 • (MSD) R4024752-4 01/21/2417:13 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits Analyte mg/I mg/I mg/I mg/I % % % % % Endrin 0.0100 ND 0.00776 0.00880 77.6 88.0 1 10.0-160 12.6 39 Heptachlor 0.0100 ND 0.00750 0.00880 75.0 88.0 1 16.0-136 16.0 40 Heptachlor epoxide 0.0100 ND 0.00734 0.00824 73.4 82.4 1 10.0-160 11.6 36 Lindane 0.0100 ND 0.00741 0.00834 74.1 83.4 1 14.0-141 11.8 40 Methoxychlor 0.0100 ND 0.00789 0.00859 78.9 85.9 1 10.0-160 8.50 34 (S) Decachlorobipheny/ 46.7 59.9 10.0-128 (S) Tetrochloro-m-xylene 64.1 76.1 10.0-127 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 16 of 21 WG2209666 Semi Volatile Organic Compounds (GC/MS) by Method 8270E QUALITY CONTROL SUMMARY L1695669-01 Method Blank (MB) (MB) R4025523-2 01/23/2414:15 MB Result Analyte mg/I 1,4-Dichlorobenzene U 2,4-Dinitrotoluene U Hexachlorobenzene U Hexachloro-1,3-butadiene U Hexachloroethane U Nitrobenzene U Pyridine U 3&4-Methyl Phenol U 2-Methylphenol U Pentachlorophenol U 2,4,5-Trichlorophenol U 2,4,6-Trichlorophenol U (S) 2-Fluoropheno/ 47.6 (S) Phenol-d5 31.1 (S) Nitrobenzene-d5 78.9 (S) 2-Fluorobiphenyl 73.8 (S) 2,4,6-Tribromopheno/ 52.5 (S) p-Terphenyl-d14 70.1 MB Qualifier MB MDL mg/I 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 0.0333 Laboratory Control Sample (LCS) (LCS) R4025523-1 01/23/2413:52 Spike Amount LCS Result Analyte mg/I mg/I 1,4-Dichlorobenzene 0.500 0.311 2,4-Dinitrotoluene 0.500 0.381 Hexachlorobenzene 0.500 0.321 Hexachloro-1,3-butadiene 0.500 0.313 Hexachloroethane 0.500 0.300 Nitrobenzene 0.500 0.356 Pyridine 0.500 0.0698 3&4-Methyl Phenol 0.500 0.270 2-Methylphenol 0.500 0.255 Pentachlorophenol 0.500 0.224 2,4,5-Trichlorophenol 0.500 0.345 2,4,6-Trichlorophenol 0.500 0.356 (S) 2-Fluorophenol (S) Phenol-d5 (S) Nitrobenzene-d5 LCS Rec 62.2 76.2 64.2 62.6 60.0 71.2 14.0 54.0 51.0 44.8 69.0 71.2 45.2 31.4 65.4 MB RDL mg/I 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 10.0-120 10.0-120 10.0-127 10.0-130 10.0-155 10.0-128 Rec. Limits 18.0-120 49.0-124 44.0-120 19.0-120 15.0-120 27.0-120 10.0-120 31.0-120 28.0-120 23.0-120 44.0-120 42.0-120 10.0-120 10.0-120 10.0-127 LCS Qualifier Rp FTC] FSS Fn] Fr FGI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 17 of 21 WG2209666 Semi Volatile Organic Compounds (GC/MS) by Method 8270E Laboratory Control Sample (LCS) (LCS) R4025523-1 01/23/2413:52 Spike Amount LCS Result LCS Rec. Analyte _ mg/1 mg/1 % (S) 2-Fluorobiphenyl (S) 2,4, 6-Tribromophenol (S) p-Terphenyl-d14 / /. 60.5 56.8 QUALITY CONTROL SUMMARY L1695669-01 Rec. Limits 10.0-130 10.0-155 10.0-128 LCS Qualifier L1695570-02 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD) (OS) L1695570-02 01/23/2414:37 • (MS) R4025523-3 01/23/2414:59 • (MSD) R4025523-4 01/23/2415:21 Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits Analyte mg/I mg/I mg/I mg/I % % % 1,4-Dichlorobenzene 0.500 ND 0.301 0.329 60.2 65.8 1 17.0-120 2,4-Dinitrotoluene 0.500 ND 0.385 0.419 77.0 83.8 1 39.0-125 Hexachlorobenzene 0.500 ND 0.336 0.342 67.2 68.4 1 35.0-122 Hexachloro-1,3-butadiene 0.500 ND 0.344 0.358 68.8 71.6 1 12.0-120 Hexachloroethane 0.500 ND 0.309 0.325 61.8 65.0 1 10.0-120 Nitrobenzene 0.500 ND 0.390 0.420 78.0 84.0 1 12.0-120 Pyridine 0.500 ND ND ND 11.1 16.9 1 10.0-120 3&4-Methyl Phenol 0.500 ND 0.279 0.200 55.8 40.0 1 10.0-120 2-Methylphenol 0.500 ND 0.257 0.192 51.4 38.4 1 10.0-120 Pentachlorophenol 0.500 ND 0.219 0.210 43.8 42.0 1 10.0-128 2,4,5-Trichlorophenol 0.500 ND 0.366 0.326 73.2 65.2 1 33.0-120 2,4,6-Trichlorophenol 0.500 ND 0.366 0.322 73.2 64.4 1 26.0-120 (S) 2-Fluorophenol 43.2 29.1 10.0-120 (S) Phenol-d5 28.5 19.5 10.0-120 (S) Nitrobenzene-d5 73.3 80.0 10.0-127 (S) 2-Fluorobiphenyl 67.9 75.7 10.0-130 (S) 2,4,6- Tribromophenol 60.0 54.0 10.0-155 (S) p-Terphenyl-d14 57.9 57.4 10.0-128 MS Qualifier MSD Qualifier RPD RPD Limits 8.89 40 8.46 25 1.77 24 3.99 34 5.05 40 7.41 30 J3 41.2 37 33.0 36 29.0 30 4.20 37 11.6 31 12.8 31 Rp FTc FSS Fn] Fr FGI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 18 of 21 GLOSSARY OF TERMS Guide to Reading and Understanding Your Laboratory Report The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not intended as a comprehensive explanation, and if you have additional questions please contact your project representative. Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name, Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On -Site Data, Sampling Collection Dates/Times, and Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received. Abbreviations and Definitions MDL Method Detection Limit. ND Not detected at the Reporting Limit (or MDL where applicable). RDL Reported Detection Limit. Rec. Recovery. RPD Relative Percent Difference. SDG Sample Delivery Group. Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and (S) Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be detected in all environmental media. U Not detected at the Reporting Limit (or MDL where applicable). Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes reported. If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the Dilution standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the result reported has already been corrected for this factor. These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal Limits for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or duplicated within these ranges. Original Sample The non -spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control sample. The Original Sample may not be included within the reported SDG. This column provides a letter and/or number designation that corresponds to additional information concerning the result Qualifier reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable. The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL" Result (Below Detectable Levels). The information in the results column should always be accompanied by either an MDL (Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect or report for this analyte. Uncertainty (Radiochemistry) Confidence level of 2 sigma. A brief discussion about the included sample results, including a discussion of any non -conformances to protocol Case Narrative (Cn) observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report. Quality Control This section of the report includes the results of the laboratory quality control analyses required by procedure or Summary (Qc) analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not being performed on your samples typically, but on laboratory generated material. This is the document created in the field when your samples were initially collected. This is used to verify the time and Sample Chain of date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This Custody (Sc) chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the samples from the time of collection until delivery to the laboratory for analysis. This section of your report will provide the results of all testing performed on your samples. These results are provided Sample Results (Sr) by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for each sample will provide the name and method number for the analysis reported. Sample Summary (Ss) This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and times of preparation and/or analysis. Qualifier J3 J6 T8 Description The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial calibration (ICAL). The identification of the analyte is acceptable; the reported value is an estimate. The associated batch QC was outside the established quality control range for precision. The sample matrix interfered with the ability to make any accurate determination; spike value is low. RPD between the primary and confirmatory analysis exceeded 40%. Sample(s) received past/too close to holding time expiration. FP1 z Tc FSS 4 Cn I Sr RC SAI MC ACCOUNT: EMA Resources PROJECT: SDG: DATE/TIME: PAGE: L1695669 01/24/24 09:55 19 of 21 ACCREDITATIONS & LOCATIONS Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122 Alabama 40660 Nebraska _ Alaska 17-026 Nevada _ Arizona AZ0612 New Hampshire Arkansas 88-0469 New Jersey—NELAP California 2932 New Mexico' Colorado TN00003 New York _ Connecticut PH-0197 North Carolina Florida E87487 North Carolina' Georgia NELAP North Carolina' Georgia 923 _North Dakota Idaho TN00003 Ohio—VAP Illinois 200008 Oklahoma Indiana C-TN-01 Oregon _ Iowa 364 Pennsylvania Kansas E-10277 Rhode Island Kentucky16 KY90010 South Carolina Kentucky 2 16 South Dakota Louisiana A130792 Tennessee' 4 Louisiana LA018 Texas Maine TN00003 Texas' Maryland 324 Utah Massachusetts M-TNO03 Vermont Michigan 9958 Virginia Minnesota 047-999-395 Washington Mississippi TN00003 West Virginia Missouri 340 Wisconsin Montana CERT0086 Wyoming A21-A— ISO 17025 1461.01 AIHA-LAP,LLC EMLAP A21-A — ISO 17025' 1461.02 DOD Canada 1461.01 USDA EPA—Crypto TN00003 NE-OS-15-05 TN000032021-1 2975 TNO02 TN00003 — 11742 Env375 DW21704 41 _ R-140 CL0069 ' Drinking Water 2 Underground Storage Tanks s Aquatic Toxicity ° Chemical/Microbiological 'Mold 'Wastewater n/a Accreditation not applicable *Not all certifications held by the laboratory are applicable to the results reported in the attached report. *Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical. 9915 TN200002 68-02979 LA000356 84004002 n/a 2006 T104704245-20-18 LABO152 TN000032021-11 VT2006 233 998093910 A2LA 100789 1461.01 P330-15-00234 FP1 2 Tc FSS 4 Cn FSr Fqc FGI 9 qc ACCOUNT: PROJECT: S DG: DATE/TIME: PAGE: EMA Resources L1695669 01/24/24 09:55 20 of 21 mpany Name/Address: EMA Resources 755 Yadkinville Road Mocksville, NC 27028 keport to: Mr, Brent Collins Project Description: Sludge Phone: 336-751-1441 Billing Information. Mr. Brent Collins Pres 755 Yadkinville Road Chk Mocksville, NC 27028 EmaiI To: brent.collins@emaresourcesinc.com;roy.whitak (ICity/State j / Please Circle: I Collected: �/ n0/1� J PT MT CT ET ) Client Project # Lab Project # Collet It dd by (print): f Site/Facility ID # P.O. # Collected by (signature): Rush. L � (ab MUST Be Notified) Quote # Same Day _ Five Day Next Day 5 Day (Rad Only) Date Results Immediately Two Day _ 10 Day (Rad Only) Packed on Ice N _ Y _ Three Day Sample ID Comp/Grab I Matrix * Depth I Date rvw•, t..l TP SSI 3 /�iv Zy Ln 41 tfi O Z � +r U !ded No. t? of 1.4 Time Cntrs qV1 Q- 0V 2— V v 1 Chain of Custody Page _ of �ace, r EOPLE ADVANCING SCIENCE MT JULIET, TN 12055 Lebanon Rd Mount Juliet, TN 37122 - Submnting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and Conditions found at, - https//info.pacelabs.com/hubts/pas-standard- terms.pdf 'SDG # H132 Acctnum: EMARES Template:T11413 PreloRin: P1046917 PM: 923 -Rea an Johnson PB: shipped via: FedEX Ground Remarks Sample # (lab only) * Matrix: lemarks: Sam le R cei t check) I SS - Soil AIR - Air F - Filter pH Temp COC seal Present/Intact : __ aP Y _N GW Groundwater B- Bioassa y Flow Other COC signed/Accurate: .'Y _ not*-les arrive intact: _✓Y N N WW - WasteWater Correct bottles used: /Y/ N DW - Drinking Water m Samples returned via: Tracking # Z i `� sufficient volume sent: �Y _N If Applicable OT -Other w U?S FedEx _ Courier js VOA Zero Headspace Y N Relinquished b : (Signature) _ _ Date: Time: ,. Received by (Signature) Trip Blank Received: Yes N Preservation.Corre_ct/Checked_ --Y --N RAD Screen <0.5 mR/hr : zY HCL/MeoH _N TRR _ Relinquished by : (Signature) Date: Time: Received by: (Signature) l Temp:1.14 °C Bottles Received: If preservation required by Login: Date/Time 2-- Relinquished by : (Signature) Date: Time: Received for lab b, ` (Signature) .. Date: Time: Hold: Conditio EMA Resources Permit Modification - WQ0041666 Final Audit Report 2024-04-17 Created: 2024-04-17 By: Brent Collins(brent.collins@emaresourcesinc.com) Status: Signed Transaction ID: CBJCHBCAABAAc01PXZ6nxeFz7PF1XY-OgRgs_ij15f2Y "EMA Resources Permit Modification - WQ0041666" History Document created by Brent Collins(brent.collins@emaresourcesinc.com) 2024-04-17 - 12:59:32 PM GMT- IP address: 206.85.202.26 CP. 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