Loading...
HomeMy WebLinkAboutWQ0001318_Application_20240104Fj eI]QL N.C. Depetbnent off Ahar Josh Dobson, Commissioner C tiel 4 2.191,42 YOUR Safety is OUR Priority P0, Y e I +��ACe GQQ l An 4te54TOA CCXI � y C. 1-800-625-2267 * www.labor.nc.gov LEXINGTON NORTH CAROLI NA WATER RESOURCES QUALITY FIR S T December 8, 2023 NCDEQ/DWR Water Quality Permitting Section Non -discharge Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: Permit Renewal — W00001318 City of Lexington Compost Facility Davidson County Dear Sirs: Permit #WQ0001318 for the City of Lexington's Compost Facility will expire on June 30, 2024. By this letter and the attached application package, I am requesting its renewal on behalf of the City of Lexington, NC. The items included with the renewal application are as follows: • Form DCAR-6-16 • Composting program information, including a narrative of the process, materials handling & distribution • Marketability Statement • Compost information sheet provided to compost customers • Operation and Maintenance Plan • Form RSC 06-16 • Vicinity Map • Process Narrative and flow diagram for process. 4 N� • Quantitative Justification for Residuals Production Rate } • Sampling Plan • Laboratory Analytical Reports • Pathogen Reduction and Vector Attraction Reduction Certification. The City of Lexington composting process has not changed during the current permit cycle, therefore, no modifications to the current permitting limits are requested. If there are questions about the information provided, please contact me by phone at 336-248-3926 or by email, TDJohnson Lexin tonNC. ov. Sincerely, Tom Johnson Water Resources Director 28 West Center Street- Lexington, NC 27292 - 336.248-3910 wwW.LEXINGTONNC.GOV I)WR `Division of Water Resources I. APPLICANT INFORMATION: 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 1. Applicant's name: City of Lexington Applicant type: ❑ Individual 0 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility] Federal State X Municipal ❑ County Signature authority's name per 15A NCAC 02T .0106: Tom Johnson Title: Water Resources Director Applicant's mailing address: 28 West Center Street City: Lexington State: NC Zip: 27292- Telephone number: 336 248-3930 Email Address: tdiohnson(a�lexin tg onnc.gov 2. Consultant's name:. License Number (for P.E.): . Affiliation: 0 On Staff ❑ Retained (Firm: ) Consultant's mailing address: City: State:. Zip:, - Telephone number: (') Email Address: 3. Fee submitted: (See Instruction B) II. PERMIT INFORMATION: 1. Application is for (check all that apply): ❑ new, ❑ modified, ;X renewed permit 2. If this application is being submitted to renew or modify an existing permit, provide the following: Permit number: WW 0001318 Date of most -recently issued permit: 8/14/2020 Date of most -recently certified Attachment A (if different than the permit): M. FACILITY INFORMATION: 1. Name of residuals processing facility: Lexington Compost Production and Distribution Program City: Lexington State: NC Zip: 27292 Coordinates: Datum: NAD 83 Latitude: 35' 46' 25.32" Longitude: 80' 14' 34.08" Method of measurement:, Level of accuracy: . County where facility is 1pcated: Davidson 2. Facility contact (person familiar with residuals preparation): Name: William Wa caster Title: Composting Facility Operator Mailing address: 500 Glendale Rd. City: Lexington State: NC Zip: 27292- Telephone number: 3( 36) 357-5090 E-mail address: wlwaycasterO,Iexin(tonnc.;�ov FORM: DCAR 06-16 Page 1 of 3 3. Is the residual process facility also the generator? X Yes; M No If No, please specify delivery frequency and quantity of residual to be processed:, 4. Length of residuals storage at facility: > 30 days days (Note: the Division requires minimum 30 days storage in units that are separate from treatment system, i.e. not in clarifiers, aeration basins, etc.) IV. RESIDUALS QUALITY INFORMATION: 1. Specify how these residuals will be distributed: sold or given away in bags or other containers; X lawn (bulk); X home garden (bulk); other (explain); Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a load capacity of one metric ton or less. 2. Complete the following if residuals are to be mixed with other materials: Type of Materials Amounts to be added er 1.0 dq ton of residuals (dry ton Leaves, grass clippings, grease, grit, wood chips and saw dust 1-4 dry tons 3. Approximate amounts of the residuals received and processed at the facility: 1,500 dry tons per year. 4. Approximate amounts of the final product (processed residuals) to be distributed: 3,000 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): 365 days 6. Does the facility have a stormwater management plan? X Yes; n No Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Stormwater runoff drains to the head of second stage lift station of the Regional WWTP for treatment. 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. 11 RSC 06-16.doc FORM: DCAR 06-16 Page 2 of 3 Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units) attest that this application for _ has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. North Carolina Professional Engineer's Seal, Signature, and Date: Applicant's Certification: The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. X Yes ❑ No, Explain;. I, 0 P-% p kr t6poircr6 '0-6fcAr (Signature Authority's Name — PLEASE PRINT) (,Title) attest that this application for _ N1 ► aj��405'� �r JG�uD�! �} �:5� �• b�) f rO �i a....— (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: 1� Date: la FORM: DCAR 06-16 Page 3 of 3 Approved Uses for Lexington's Composted Wastewater Biosolids Wastewater Compost Process: Lexington's Compost incorporates materials removed from wastewater following multiple treatment processes. This material has already undergone steps to significantly reduce the occurrence of pathogens prior to composting. The City also has a comprehensive pretreatment program in place to prevent objectionable or toxic materials from reaching the treatment plant and the compost production process. The material removed from wastewater is known as sludge, or biosolids. It is combined with bark, wood chips, grass clippings, leaves, and sawdust before composting begins. The ingredients are mixed and aerated for 14 to 30 days. During this time, the materials are stabilized organically. Naturally occurring bacteria breaks down compostable organic components in the mixture, which produces temperatures in excess of 1310 Fahrenheit. This heat pasteurizes the compost and produces a material which is free from harmful pathogens. Finished compost is available to the public at a reasonable cost, but buyers are required to adhere to the rules for proper use and nutrient application to prevent damage to surface waters and ground water. Application of the compost must comply with the conditions and uses identified below. General Uses: Accepted uses for wastewater compost are: • Topsoil substitute for land reclamation • Nursery production of trees and ornamental plants • Top soil amendment and re -vegetation of disturbed land • Landscaping in parks and around buildings • Supplement to potting mixes • Mulch for trees, shrubs, planting beds and borders • Establishment of turf grass Do not use: • In vegetable gardens or raised beds where root or leaf crops are grown • On or bordering playgrounds • On frozen, snow covered, or flooded land • Within 25 feet of surface waters and in areas prone to flooding (100 year floodplain) • During a measurable rainfall and less than a day following heavy rainfall • On steep slopes where compost is easily displaced and transported by precipitation Keep out of the reach of children Storing your Compost: Keep compost under roof or properly contained and covered if not applying it immediately so that rain will not wash it into surface waters. Plan all landscaping projects for the appropriate weather conditions so that your compost can be incorporated into the project promptly and avoid contributing nutrients and solids to storm water, ditches, and streams. Keep compost at least 100 feet from lakes, ponds, and reservoirs, and 25 feet from streams, creeks, storm water ditches or wetlands. Keep compost a minimum of 100 feet from wells with the exception of monitoring wells. To prevent unwanted pests from taking up residence, it is recommended that purchasers apply their compost promptly. Do not exceed 30 days of storage. Acid Loving Plants: Our staff report that this material can be used around plants that love acid conditions (azaleas, camellias, etc) as long as a limited amount is applied. Lime: It is recommended that the soils where compost is applied be limed to maintain a soil pH of at least 6.5 units. For most local lawns, 30 pounds of agricultural lime per 1,000 square feet should be sufficient. For flower beds and border planting where compost is applied at levels approaching those used for mulches, application of agricultural lime at rates in excess of 45 pounds per 1,000 square feet may be warranted. For best results, have your soil tested by the North Carolina Department of Agriculture before applying lime, compost, or other materials. Soil samples are analyzed by the Agronomic Division of the NC Dept. of Agriculture & Consumer Services. Instructions, soil sampling boxes, sampling tools, and forms are available from the Davidson County Extension Center at 301 E Center St, Lexington, NC 27292. For additional information about soil testing contact the Cooperative Extension Service at (336) 242-2080, or go to: httns://content.ces.ncsu.edu/careful-soil-sampling-the-key-to-reliable-soil-test-information. ARRIying Compost over Large Areas: When compost is applied over large areas (such as lawns) it can contribute to water pollution if applied at rates exceeding agronomic rates. A list of the nutrients available in pounds per ton of compost is provided at the time of purchase for compost users to determine the amount of compost to be applied to soil and not exceed the appropriate nutrient load for their soil type(s) and selected vegetative cover. You may access the NC State Cooperative Extension Service website for proper nutrient application rates for various plants/crops for Lexington area soils at htt s: re alisticvields.ces.ncsu.edul. For more information concerning area soils, plant nutrient needs, and soil testing, contact the NC Dept. of Agriculture & Consumer Services located at 301 E Center St, Lexington, NC 27292 by phone at (336) 242-2080. Information regarding soil testing and soil nutrient management is also available online at https://content.ces.ncsu.edu/careful-soil-sampling-the-key- liable-soil-test-information. For proper nutrient estimation, be aware that a cubic yard of dry City of Lexington compost can weigh 1,500 pounds. Exceptional Quality Certification: Lexington's compost is certified to meet the EPA's criteria for a material of Excellent Quality (EC). This means that it exceeds the criteria for pathogen reduction, toxic materials and nuisance attraction that qualify the compost for the EC designation. For Further Information: Contact: Bill Waycaster, Compost Facility Operator Mailing address: City of Lexington, Compost Facility 28 West Center Street Lexington, NC 27292 336-357-5090 E-mail: WLWaycaster@LexinptonNC. aov Compost Mixing Recipes Mixing Standard Daily Mix 24/7 Rain Mix Only 1 leaves 1 leaves 2 sludge 1 sludge 2 sawdust 2 sawdust 3 recycle 3 recycle 1 woodchips 1 woodchips Bays are filled to end of wall. Minimum 1 hour royer time per bay (record turning on Royer clipboard) RUN blowers on days that are dry DO NOT RUN blowers on rain days or when sweating ceilings (high humidity) Clipboard for Royer times located on Royer carriage. Compost Facility Operator will check mix 2-3 days/week Will Hodges, WWTP Supervisor Bill Waycaster, Compost Facility Operator Marketability Statement Lexington Compost is Generated on the site of Lexington's Regional WWTP (NC0055786) The Compost Facility operates under permit WQ0001318 The City of Lexington sells and distributes approximately 3,000 dry tons per year of compost certified as Class A material meeting high quality pollutant concentrations. Most of the compost is sold to homeowners or landscapers for grass production or other landscaping needs. Some of the compost is distributed to City departments (including the golf course) and non-profit organizations for similar uses. Tom Johnson Water Resources Director Using Lexington's Wastewater Compost Wastewater Compost: Lexington's Compost uses material removed from wastewater during treatment. This material has already undergone a preliminary step to significantly reduce pathogens prior to composting. The City has a comprehensive pretreatment program in place to keep objectionable or toxic materials from reaching the treatment plant. The material removed from the wastewater is known as sludge or biosolids. It is mixed with a bulking agent (bark, wood chips, grass clippings, leaves, sawdust) before composting begins. This mixture is mixed and aerated for 14 to 30 days. During this time, the materials are stabilized organically. Bacteria produce temperatures in excess of 1310 Fahrenheit. This heat pasteurizes the compost and produces a material which is free of harmful pathogens. Application of our compost should be in accordance with the conditions and uses given below General Uses: Accepted uses for wastewater compost are: • To produce a topsoil substitute for land reclaimation • Nursery production of trees and ornamental plants • Revegetation of disturbed land • Landscaping in parks and around building • To supplement potting mixes • As a mulch • Establishing turf grass Do not use: • In gardens where root or leaf crops are grown • In playgrounds • On frozen, snow covered or flooded land • Within 10 feet of surface water • Keep out of the reach of children Storing your Compost: • When storing your compost before using, please contain it so that rain will not wash it into surface waters. Acid Loving Plants: Our staff report that this material can be used around plants that love acid conditions (azaleas, camellias, etc) as long as a limited amount is applied. Hydrangeas: Our customers report that when our compost is used around their plants that plants that previously produced blue blooms, now produce pink blooms. This indicates that the material has some liming effect. Lime: It is recommended that the soils where compost is applied be limed to maintain a soil pH of at least 6.5 units. For most local lawns, 30 pounds of agricultural lime per 1,000 square feet should be sufficient. For flower beds and border planting where compost is applied at levels approaching those used for mulches, application of agricultural lime at rates in excess of 45 pounds per 1,000 square feet may be warranted. For best results have your soil tested by the North Carolina Department of Agriculture before applying compost or other materials. Applying Over Large Areas: When compost is applied over large areas (as lawns) it can contribute to water pollution if it is applied at rates greatly exceeding agronomic rates. For example do not apply more than one ton of compost per 1,000 square feet where fescue grass is planted. Otherwise, apply at agronomic or recommended rates per the attached form from the NCDA. One scoop of our compost can weigh 1,800 pounds. Exceptional Quality Certification: Lexington's compost is certified to meet the EPA's criteria for a material of excellent quality. This means that it will meet the criteria for pathogen reduction, lack of toxic materials and nuisance attraction that qualify the compost for this designation. For Further Information: Contact: Tom Johnson City of Lexington 28 West Center Street Lexington, NC 27292 248-3930 or at TDJohnson@lexingtonnc.gov Operations and Maintenance Plan Lexington Regional WWTP Compost Facility-WQ0001318 2024 Permit Renewal The City of Lexington, NC operates this facility as a part its Regional Wastewater Treatment Plant — NC0055786. The following personnel and functions are necessary for the operation of the compost facility: Water Resources Assistant Utility Director and/or Utility Director: this individual oversees the personnel, budgeting, and permit compliance for the Regional WWTP and its programs, including the Compost Facility. Wastewater Treatment Plant Supervisor: this individual is in charge of the Lexington Regional WWTP. He/she is responsible for the Compost Facility as well as other functions of the Waste Water Treatment Plant. He/she coordinates the needs of the compost facility with the maintenance, operations and laboratory staff at the Wastewater Treatment Plant. Wastewater Treatment Plant Chief Operator: this individual is the Operator in Responsible Charge (ORC) of the Wastewater Treatment Plant and is responsible for proper facility operation & maintenance, and overall record maintenance and submittal for the compost facility. Compost Facility Operator: this individual is responsible for the day to day operation of the facility. He/she assists maintenance personnel assigned to work on equipment, laboratory personnel assigned to conduct specific sampling & testing and supervises individuals assigned to the compost facility operations. He/she requests assistance from the plants maintenance, laboratory and operations staff. The compost facility supervisor is responsible for insuring that the finished material will meet Class A, EQ criteria by keeping daily records of the following: • quantities of residuals and amendments mixed, • quantities of water, power, and polymer used, • temperatures of the composting mixture, • quantities of finished compost produced, and • quantities of finished compost disbursed to buyers Maintenance Schedules- equipment, calibration, maintenance of signs & facilities: Maintenance at the compost facility is the responsibility of the Wastewater Treatment Plant Supervisor, which includes placing/replacing signage, site brush clearing & mowing, roadway upkeep, scheduling building and facilities preventative maintenance & repairs, OSH compliance improvements, site & stormwater inspections, and material/chemical orders and storage. All compost facility equipment is inspected by the Plants Maintenance Supervisor at the monthly lubrication of equipment. Routine maintenance includes monthly lubrication of all equipment, including oil changes for the belt press, compost turner and the compost screen. Repairs to compost production equipment is also completed by the Plants Chief Mechanic, unless the complexity of the repair requires the services of a qualified vendor. The City garage is responsible for site vehicle maintenance. Diesel construction equipment is also maintained and repaired by the City garage. Construction equipment is maintained according to the manufacturers' recommendations for filter & fluid changes and routine part replacements. Calibration of thermometers and other analytical equipment is the responsibility of the WWTP's Laboratory Supervisor under the rules set forth for laboratory certification by the state of North Carolina. Safety Measures: The wastewater treatment plant and the compost facility are under the provisions of the City of Lexington's Safety Manual and all safety policies prescribed by City of Lexington Risk Management. It is the Risk Safety Manager's responsibility to provide mandated City safety training and supplemental safety training specific to WWTP & compost facility operations. Scheduling of personnel, which permits time for all necessary safety training, is the responsibility of plant supervisors (Mike Sutton, Will Hodges, & Eglantina Minerali). Attendance and attendance sheet sign -in for required training is the responsibility of each City employee. Record keeping for City safety training is maintained by Risk Management. SIDS sheets and chemical/hazardous materials placards are maintained at the WWTP by the wastewater plant supervisor under the direction of the Risk Safety Manager. OSH compliance inspections are also conducted by the Risk Safety Manager. Mi 71 ;. � •C y /+ a a a: y a 0 it A � a �O Ld 6 O � " 00 z 0 U z � o U � A H z .o c ca o w a b � 0 0 a p" o w x I State of North Carolina DW.Department of Environmental Quality RDivision of Water Resources Division of Water Resources RESIDUALS SOURCE CERTIFICATION FORM: RSC 06-16 I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.): 1. Facility Name: Lexington Regional WWTP 2. Facility permit holder is: Federal, r! State, Local Government, or 0 Private. Facility permit issued by: Div. of Water Resources, Div. of Environmental Health, or Other (explain: ). 3. Facility contact person and title: Tom Johnson, Water Resources Director Complete mailing address: 28 West Center St. City: Lexington State: NC Zip: 27292- Telephone number: (336) 479-5326 E-mail address: tdiohnson(a lexin tg onnc.gov 4. Facility physical address: 500 Glendal Rd. City: Lexington State: NC Zip: 27292- Coordinates: Latitude: 35' 46' 25.32" Longitude: 800 14' 34.08" Datum: NAD 83 Level of accuracy: Method of measurement: 5. Purpose of the facility: X treatment of municipal wastewater, r! treatment of 100% domestic wastewater, []! treatment of potable water, r! 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 n No 7. Facility permitted/design flow: 6_5 MGD and facility average daily flow: 2_5 MGD 8. Average amount of residuals being generated at this facility 1192.84 dry tons per year. 9. Specify the following regarding treatment and storage volumes available at the facility: Type and volume of residuals treatment: 4 aerobic digesters 570,000 gallons each. Type and volume of residuals storage (i.e., outside of residuals treatment units): II. RESIDUALS QUALITY INFORMATION (See Instruction C.): 1. Specify if residuals are regulated under: X 40 CFR Part 503 or 0 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: X Biological [] Non -Biological Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems). FORM: RSC 06-16 Page 1 of 5 3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -municipal, domestic wastewater only) a. Are the residuals listed in 40 CFR §261.31-§261.33: [] yes X no. If yes, list the number(s): L.i r b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21- 261.24: 0 yes X 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: SGS North America Inc. and Date of analysis: 2/3/21 Passed corrosivity test: X yes no. pH: s.u. (2 < pH < 12.5) Passed ignitability test: X yes no. Flashpoint:: -' ', °F (> 140°F) Passed reactivity test: X yes Ono. HCN: <36 mg/kg (<250) & H2S: <1200 mg/kg (<500) TCLP Parameter Limit (mg/1) Result (mg/1) TCLP Parameter Limit (Mg/1) Result (mg/1) Arsenic 5.0 <0.1 Hexachlorobenzene 0.13 ND Barium 100.0 <2 Hexachloro-1,3-Butadiene 0.5 ND Benzene 0.5 ND Hexachloroethane 3.0 ND Cadmium 1.0 <.05 Lead 5.0 <0.05 Carbon Tetrachloride 0.5 ND Lindane 0.4 ND Chlordane 0.03 ND Mercury 0.2 <0.005 Chlorobenzene 100.0 ND Methoxychlor 10.0 ND Chloroform 6.0 ND Methyl Ethyl Ketone 200.0 ND Chromium 5.0 <0.1 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 <0.1 Cresol 200.0 ND Silver 5.0 <0.1 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 2 of 5 4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105. a. For DistributionlLand 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: Wavnoint Anal. cical and Date of analysis: 10/4/23 Parameter Ceiling Concentration Limits (C1assA & ClassB) (mg/kg) Monthly Average Concentration Limits (Class A Only) (mg/kg) Result (mg/kg) Arsenic 75 41 <2.5 Cadmium 85 39 0.8 Copper 4,300 1,500 110 Lead 840 300 19 Mercury 57 17 0.18 Molybdenum 75 n/a <5 Nickel 420 420 7.5 <5 Selenium 100 100 Zinc 7,500 2,800 356 b. For Surface Disposal Unit (landfall): 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 > 25 but < 50 34 220 240 �] > 50 but < 75 39 260 270 > 75 but < 100 46 300 320 > 100 but < 125 53 360 390 > 125 62 450 420 Result (mg/kg) FORM: RSC 06-16 Page 3 of 5 5. Nutrient/Micronutrient Determination: Complete the following: a. Total solids: 49.75 %. 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: 10/4/23 Parameter Aluminum Result (mg1kg) 1293 Ammonia -Nitrogen 1768 Calcium 14843 Magnesium 3004 Nitrate -Nitrite Nitrogen 2.99 pH (Standard Unit) 6.9 Phosphorus 6394 Potassium 4384 Sodium <1250 Total Kjeldahl Nitrogen 20180 c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 1.72 [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: .1 %. This rate is a (check one): X default value, or 13 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 (11� Year PAN Five -Year Maximum Adjusted PAN (mg/w (mg/kg) Surface 4481.7 11675 Injection/Incorporation 6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide the results of the latest analyses: none FORM: RSC 06-16 Page 4 of 5 7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements: a. For Distribution/Land Application of Class A or Equivalent: X 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): X Alternative 1 [15A NCAC 02T. 1 106(b)(3)(A)] - Time/Temperature Compliance. n Alternative 2 [15A NCAC 02T. I 106(b)(3)(B)] - Alkaline Treatment. n Alternative 3 [15A NCAC 02T.I106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova. k :A�; Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova. Q Alternative 5 [15A NCAC 02T. I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP). Specify one: X composting, [] heat drying, heat treatment, thermophilic aerobic digestion, beta ray irradiation, gamma ray irradiation, or ti pasteurization. b. For Land Application of Class B: r7Alternative 1 [15A NCAC 02T.I106(c)(1)] - Fecal Coliform Density Demonstration. [] Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP). Specify one: aerobic digestion, air drying, M 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 H.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). n Alternative 2 [15A NCAC 02T.1107(a)(2)1- 40-Day Bench Scale Test (Anaerobic Digestion). [] Alternative 3 [15A NCAC 02T.1107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion). n Alternative 4 [15A NCAC 02T. 1 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion). X Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes. E] Alternative 6 [15A NCAC 02T.1107(a)(6)] - Alkaline Stabilization. E] 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. 1 107(b)(2)]. n Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution. Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur when these residuals are applied and left on the land surface. FORM: RSC 06-16 Page 5 of 5 SPILL RESPONSE AND MITIGATION PLAN Lexington Regional Wastewater Treatment Plant Although one hundred percent of spills cannot be prevented, a team that is well prepared can minimize the effects. An operator can avert contamination of surface water by being observant and working diligently according to this plan. There are two storm drain systems serving the main part of the plant; each of these discharges to daylight onto vegetated areas well before entering surface waters, providing time for spill containment and clean-up. At the discovery of a spill, quickly look for the source. Stop or slow the flow, and valve off if possible. If material is highly flammable or hazardous and cannot be approached without specialized training or equipment, call 911. Next, work to keep the spill out of the storm drain by placing oil absorbent socks, straw bales, soil, or compost around the spill while contacting one or more of the responsible individuals listed below. Cone off affected area to identify spill area to others. If the spill has already entered the storm system, contain it within the storm drainage network by obstructing the outlet with soil or other dense material at the outlet before it leaves the pipe network. In the case of a spill of highly flammable material (fuels or solvents) or hazardous substances that may harm the eyes, skin or lungs, don't take chances, call 911. If the spill reaches the creek, call 911. I. Notify responsible individuals/contacts below: a. Tom Johnson- Water Resources Utility Director (336) 479-5326 b. Reed Blackburn — Assistant Water Resources Director (336) 925-6882 c. Will Hodges - Plant Supervisor (336) 880-0623 d. Mike Sutton — Chief Operator (336) 590-8427 e. Bill Waycaster — Compost Facility Operator (336) 848-9711 f. Eglantina Minerali - Lab Supervisor/Pretreatment Coordinator (336) 250-3602 g. Fire Department — 911 h. City dispatcher - (336) 248-2337 i. Rebekah Gainey -Risk Safety Manager (336) 908-6170 If it is a sludge or wastewater spill, and you can't reach any of the first three individuals immediately, call the City dispatcher at (336) 248-2337. Let one of the individuals listed above or the fire department notify the State or EPA if they determine that it is necessary. The above contacts are responsible to schedule any environmental remediation vendors and implement & organize spill clean-up and remediation activities. For small oil/lubricant spills during maintenance activities, cover entire spill with kitty litter/oil dry until fully covered and allow absorbent to contact fluids for 4 to 8 hours, or more if needed (in absence of rainfall). Remove used absorbent material from surface and place in sealed disposable receptacle or contractor's bag. Reapply in the same manner if oil remains. Dispose of oil contaminated waste materials properly. For larger spills, contain flow with oil absorbent socks around spill and cover with absorbent (and straw if needed). Remove spent absorbent in the same manner as for small spills and repeat process until affected area is clean and contaminated absorbent is discarded appropriately. If oil or lubricants contaminate soil, contact one of the responsible individuals above to organize the clean-up. H. Inventory of spill containment supplies located at site to identify, remove and correct affected areas The City maintains an inventory of materials to intercept, contain and remove spills including, but not limited to: • Compost, leaves, saw dust/wood chips • 6 bales of straw • 100 pounds of kitty litter or oil dry • 4 oil absorbent socks • 6 large traffic cones & caution tape The noted spill containment and clean-up materials are stored at the following buildings identified in the map below. v H ¢ N N N N f� P1 PG f� U a U U � Cd fir" w U �Q W aW� U ca wzo� 0 En bA �n O O y bq oo3���3� oOld 0 H U a� r U U o,d i y VILI 7 to z A U a° bo a� -d O U E� a O 0 a� a� P-i 0 a° O w 0 a co Y y H 0 o o 'C's W 0~ r� o bq "" - P G y cl c� �H o� a� 0 'ca Y-. COMPOST PRODUCTION FACILITY WQ0001318 Inspection Plan Personnel responsible for conducting the inspections: Will Hodges — WWTP Supervisor Bill Waycaster —Compost Facility Operator Steven Ketner— Plant Chief Mechanic Eglantina Minerali —Laboratory Supervisor Daily Compost Equipment Inspections conducted by compost facility operators at beginning of shift Power screen: • Key Switch • Check Oil • Belts and hoses • Walk around/ check conveyor belts, rollers, shafts • Tap holes on drum liner/ all the way around • Checkfuel • Check hydraulic fluid • Place ALL control levers in neutral • Turn throttle to "Slow' • Start Machine • Engage handles; left to right (Look and listen to belts) Loader: • Check and clean air filter • Check and clean cabin filter • Blow compost off/out of radiator • Check oil level • Check hydraulic fluid level • Check fuel level • Grease loader Belt Press: • Check hydraulic fluid • Verify washers are working • Check water level of "Re -use" tank • Prime the water re -use pump Compost Turner (Royer): • Check cables • Check flights • Check and clean air filter • Turn Royer on, and when warm, check hydraulic fluid Routine Facility Inspections conducted by Compost Operator Materials & chemical inventories daily Drying bed collection system & site drainage (at least monthly, and following recordable rainfall events) Grounds, roadway access, & waste hauler discharge facility weekly. Compost Production Inspection & Records Inspection conducted by Compost Operator Belt press solids daily Materials mixing & turning (2 to 3 times per week) Materials screening weekly Feedstock material receiving/storage monthly Finished compost storage & distribution/sales weekly Sampling and Monitoring Plan Names and titles of personnel responsible for conducting the sampling and monitoring: Laboratory analyses— Eglantina Minerali — Laboratory Supervisor Temperatures— Bill Waycaster—Compost Facility Operator Compost samples- Bill Waycaster— Laboratory Supervisor Belt press residuals- Bill Waycaster The following monitoring & sampling procedures assure that representative samples are being collected with ORC review and approval. Temperatures for compost product certification are taken twice daily by the compost operator with a thermometer certified by the WWTP Laboratory Supervisor. Temperatures are taken within each of the active bays of the compost production building and each active compost windrow within each of 6 zones per compost row/pile; Zone 1 being the top 36" of the pile and each successive zone is 30' below the previous. Compost temperatures are recorded on forms located at the Compost Production Facility. These records are reviewed daily by the Compost Supervisor to guaranty compliance with permitting and product quality requirements. Metals. nutrients, non -hazardous determination, pathogen & vector monitoring sampling is completed at the frequency specified per the City's Compost Production and Distribution Program permit. Compost samples are collected by the operator from compost production that assures a representative sample of finished compost is collected. Samples are sent to a NC certified laboratory at least once per year to verify that compost meets NC DEQ test parameters for RCRA non -hazardous determination limits. Compost samples are submitted to the NC certified laboratory for metals and nutrients at least 6 times per year to verify that compost meets Exceptional Quality requirements and NC DEQ permitting limits. Pathogen & vector attraction reduction requirements are verified and documented by the WWTP lab on average once per week, depending upon compost production schedules. Moisture is measured and recorded as % for the following materials at the frequency as described: Residuals -samples are collected by belt press operators and submitted for moisture analysis to the WWTP laboratory. These results are reviewed by the WWTP Supervisor and the Compost Operator. Compost- samples are collected by compost operators and submitted for analysis to the WWTP laboratory. The results are reviewed by the WWTP Supervisor and the Compost Operator. Active composting for specified compost rows is complete when all vector attraction reduction and pathogen reduction criteria are met (per 15A NCAC 02T, Section .1100) and compost piles are documented approved for sale on the Compost Release Form and Lexington Compost -Certification of Exceptional Quality along with limits achieved for pathogen and vector attraction reduction. Compost percent solids and fecal coliform density are also verified by the WWTP Laboratory Supervisor as recorded on the Laboratory Worksheet for Compost Analyses for all materials in advance of sales. All samples are collected and all monitoring is conducted under the direction of the Wastewater Treatment Plant's Laboratory Supervisor. The Laboratory Supervisor is charged with the compliance of these samples under the provisions of certification of the Lexington Regional WWTP's State issued Laboratory Certificate # 47. All monitoring and testing records are maintained at the WWTP Office for a minimum of 5 years. Actions to be taken for observed Non -Compliance If facilities fail to perform satisfactorily, including the creation of nuisance conditions, due to improper operation & maintenance of the facility, the WWTP Supervisor will 1) immediately discontinue distribution of composted residuals, 2) contact the Winston-Salem Regional Office supervisor, and 3) take immediate corrective actions to remedy the situation to return to compliance & proper operation. In the event that any inspection uncovers a discharge to surface waters for releases that does not meet stormwater quality, any suspected or confirmed damage to groundwater quality, distribution of non -compliant composted materials, any non-compliance with permitting limits, process system/unit failures resulting in facility's incapability to complete adequate residuals treatment, inappropriate/excessive land application of distributed compost of abnormal quality, spills of residuals from vehicles or pipe systems, or other conditions of non-compliance, the inspector shall report the matter to the Winston-Salem Regional Office at (336) 771-5000 as soon as possible and within 24 hours of, or the next working day following, first knowledge of the occurrence. Outside of normal business hours, emergencies requiring immediate notice will be reported to the Division of Water Resources Emergency Response number (800) 662- 7956, (800) 858-0368, or (919) 733-3300. to W 00 a 4 4 4A 4k, City of Lexington Process Narrative Residuals are produced by the Lexington Regional Wastewater Treatment Plant, NC0055786. Waste activated sludge is concentrated in a Diffused Air Flotation unit immediately adjacent to the activated sludge tanks. The concentrated sludge is pumped to the four tanks (previously used as anaerobic digesters) where the sludge is further dewatered by decanting supernatant to the head of the treatment system. The further concentrated sludge is then pumped onto the belt press in the compost facility. The material from the belt press is stored inside the building which houses the belt press. Any backlogged sludge is stored on a portion of the old sand drying beds immediately adjacent to the facility for later incorporation into the compost process. Refer to flow diagram below. All leachate and surface water runoff from the site area is drained to a centrally located collection system which flows to the head of the Regional WWTP's second stage influent lift station for treatment. Finished compost is distributed to customers in bulk. Compost sales are typically small quantities made to area homeowners or landscapers. The City's compost qualifies as a Class A material meeting EQ criteria. An informational handout is provided to customers which describes the City's composting process & finished product and identifies permitted uses of the material. Additional information is also included regarding proper application of the compost, a web link to obtain agronomic rates for area soils, and the soil testing process via the NC Department of Agriculture and CS. O c Q. d E 2 O0 u 0 CD C m f+ N CL E O U U 3o d � IL �3- 3 O Y N V N 4.0 .af W Jo- V) W w D GO I '�1 Q J LL R CL E 0 Ln v L a a0+ n 00 N M n LO r-I 00 00 r- r-1 M M y Q1 I- - i O mt W 11 LA Ili o M Cl O op 00 ri .-I I, 0 ri LO N ri O O I- I- ri ri qr m H m m r-I n O M 0 0) f0 ri �+ O O N *' C L0 Q co C : 0) U O N �2Q2�� IiQLei 0Z0 Ln y 0) L a 4� O 00 M r-1 N W LO O MqtT M 00 'T y q'� Ln 00 n Ln Ln C1 Il LO q� N 01 F- ri 00 r 1 rN-I N lO rr-I LnO r�LO O -I N LO >- ri 76 0 O N 4- O O N +' f6 L L 2¢ ¢ Ln O Z o Ln Ln a� L d O O Nr-I Ln M � 00 Ln '* OO O I- C1 OO O1 I* O N ri M Ln N 00 00 LO N LO � lD LO 00 eq ri Cl LO -1 OO LO LO � O O H -0 >. O L � d y e1 N r ++ 00 00 � 7 O 0 N N 0) .y OA Q ++ > U ri LL Q Q Ln O Z 0 m u +J f° O +O Ln M 00 * OO m M I- m to 0 y M O M LO � N N m w M cT N LO O .-I M cf O M r-I LO C1 00 N O M PM = N N Ln 00 f, f� Ln 00 mr ^ Q Ltio 0 Q N N 4- O O N 4' C L L a > � O0 7 rL i, U > O U GJ � y L.L C� c -cm Q C — 5 , Q O Ln 0 Z 0 Lexington Compost — Certification of Exceptional Quality Permit # WQ0001318 Date: Certification Period: From to Vector Attraction: Method # meets/fails Class A Pathogen Reduction: Time/Temperature certification: (see records on file at the WWTP) meets/fails Coll form: (All materials are less than 1000/gm before released for sale) meets/fails High Quality Pollutant Concentration Limits: (see attachment) meets/fails I certify that per the above that compost marketed and distributed from Lexington's compost facility meets the requirements for an exceptional quality material. Sign: Print: Title: Chief Operator Sign: Print: Title: Compost Operator Sign: Print: Title: ORC Sign: Print: Title: Superintendent Sign: Print: Title: Lab Supervisor/Pretreatment ;2.D z3 Waypoint.� ANALYTICAL 114 OAKMONT DRIVE GREENVILLE, NG 27858 CITY OIL LEXINGTON WWTP MS. EGLANTINA MINERALI 28 WEST CENTER ST. LEXINGTON, NC 27292 Compost Analysis Method PARAMETERS Date Analyst Code PH, Units (Non -Aqueous) c 6.9 10/17/23 JMS 4500HB-11 Aluminum, (dry wt. basis), mg/kg 1293 10/17/23 MTM EPA200.7 Arsenic (dry wt. basis), mg/kg <2.5 10/17/23 DRC 311313-04 Calcium (dry wt. basis), mg/kg 14843 10/17/23 MTM EPA200.7 Cadmium (dry wt. basis), mg/kg 0.8 10/17/23 DRC 3113B-04 Copper (dry wt. basis), mg/kg 110 10/17/23 MTM EPA200.7 Lead (dry weight basis), mg/kg 19 10/18/23 DRC 3113B-04 Magnesium (dry wt. basis), mg/kg 3004 10/17123 MTM EPA200.7 Mercury (dry wt. basis), mg/kg 0.18 10/12/23 DRC EPA7471B Nickel (dry wt. basis), mg/kg 7.5 10/17/23 MTM EPA200.7 Potassium (dry wt. basis), mg/kg 4384 10/17/23 MTM EPA200.7 Selenium (dry wt. basis), mg/kg <5.0 10/18/23 DRC 3113B-04 Sodium (dry wt. basis), mg/kg <1250 10/17/23 MTM EPA200.7 Zinc (dry wt. basis), mg/kg 356 10/17/23 MTM EPA200.7 Total Solids, % 49.75 10/05/23 HMV 2540G15 TKN (dry wt.), mg/kg c 20190 10/10/23 BMD 351.2 R2-93 Ammonia Nitrogen (dry wt.),mg/kg c 1768 10/11/23 BMD 350.1 R2-93 Phosphorus, T. (dry wt.), mg/kkg c 6394 10/10/23 Ar4C 365.4-74 Nitrate+Nitrite (dry wt.), mg/kg c 2.99 10/10/23 BMD 353.2 R2-93 Plant Available Nitrogen, mg/kg 2728 10/13/23 BMD Molybdenum (dry wt. basis), mg/kg <5.0 10/17/23 MTM EPA200.7 Drinking Water ID: 37715 Wastewater ID! 10 PHONE (252) 756-6208 FAX (252) 756-0633 ID## : 636 DATE COLLECTED: 10/04/23 DATE REPORTED : 10/30/23 REVIEWED BY: c Uncertified data. DWR does not offer non -aqueous certification for this analytical procedure. f N, 0 y 0 3 0 0 C rn CD CD Q Cb Cr c) 7C _ N pl p Q � o c) m p O O CD R n [D CD CD O G5 � o y n n g Q I "Ay Fn -4 n v, 0 o z u'< co 0-3> vie � 00 pr 41 •3LAM zzz -: a oc00 0 0' z x� �tila . r v A � CD m'm� W m z v` X m TOTAL CHLORINE, mgA p LULL OR ug/I AT COLLECTION M o O < m V TEMPERATURE, QC c ATCOLLECT10N m o .na i U5 z # OF CONTAINERS l a - d Aids to o r• I MA m m �m PAN ro ro n cr3 = PARAMETERS/TESTS z o. � r� l= N v z �o n v D z = c� ,z 8 z n to s z O � O i), z m m G m O O Or_ :O m tmn O -n m v C -p Z C �°S j O z -G m Z [n T G) a% N 2 NO M O O 7u n = m mm m C 9 z <D m z z D 9 o m cn ) T o z R zm lo Z S z I R V CR Environmental Chemists, Inc. 6602 Windmill Way, Wdmington, NC 28405 r 910392.0223 Lab r 910392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 . 252,473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 . 910.347.5843 Lab /Fax ANALYTICAL & CONSULTING CHEMISTS info(environmentalchemists.Com Waypoint Analytical - Greenville NC Date of Report: Oct 26, 2023 2790 Whitten Rd Customer PO #: RL636100623 Memphis TN 38133 Customer ID: 08100051 Attention: Report #: 2023-23351 Project ID: City of Lexington Lab ID Sample ID: Collect DatefTime Matrix Sampled by 23-56881 Site: Compost 10/412023 8:35 AM Solid/Sludge Client Test :H. Method Cyanide SM 46W CN D-2016 Sulfide SM 45W S 0•2011 Ignitability SW 840 method 1030 pH sw 8" McQrod so45o Result estimated. Aftelyzed out of 15 minutes hold Ume. Comment: Reviewed by: Results Date Analyzed 2.46 mglkg 10/1 V2023 0.66 mglkg 10/24/2023 <0.8 mmisec 10/25/2023 8.49 units 10/09/2023 obut windmill Wilmington, NC 2 Sample Receipt Checklist 910 392.1 Client: Date:Lola- Report Number;C l eiC, o;sannp'_. ECHrf,s PiCk,r r-I :__f r ti 1'd/A 1. Were Custod seals the coole ? t 1 p.esenton �. Y`S ❑ lvU 1a' N/A 2. If custody seals were present, were they _ Original temperature upon receipt "C ------/unbroken? '^o.! temperature tak_n: p Temperature Corrected temperature upon receipt �- mperature 6i:, ,,k /+oainst Bottles `IR Gun ID: Thomas Traceable S/N 210886869 rR Gun Correction -Factor `C: 0.0 ?n YES ❑ NO 3. If temperature of coo'er eAceeded 6_C, ivas.Pro'ect M r. roc g /QA notified? YES ❑ NO 4. Were proper custody procedures (relinquished/received) followed? YES Q NO 5. Were sample ID's listed on the COC? YES ❑ NO 6. Were samples ID's listed on sample containers? YES © NO 7. Were collection date and time listed on the COC? YE5 ❑ NO B. Were tests to be performed listed on the COC? YES ❑ NO 1 9. Did samples arrive in proper containers for each test? YES ❑ NO . . Did samples arrive in good condition for each test? YE 5 ❑ NO 11. Was adequate sample volume available?' YES ❑ NO 12. Were samples received within proper holding time for requested tests? ❑ YES ❑ NO 13. Were acid preserved samples received at a pN of <2? ❑ YES ❑ NO 14. Were cyanide samples received at a pH >12? ❑ YES ❑ NO 15. Were sulfide samples received at a pH >9? _C! YES _ ❑ NQ 16. Were NH3 TKN Piter?oi r_ a ►-. �❑ -YES - EQ NO / / e_it�d at a chlorite residual or <0.5 n;/L? 17. Were Sulfide/Cyanide received at a chlorine residual of <0.5 m/L7. O YES ❑ NO 18. Were orthophosphate sarriples filtered in the field within 15 minutes? * TOC/valati es are pH checked at time of analysis and recorded on the benchsheet. ** Bacteria samples are checked for Chior;neat time Gf analysis and recorded on toe benchs*;YL,. Sample Preservation: (Must be completed for any sample (s) incorrectly preserved or w Samplith hesdspace) es) _ were received incorrecti by adding (circle one : y Preserved and were adjusted accordingly HzSO4 HNO3 HC! NaOH Time of preservation: If more than one preservative is needed, notate in corn b7`.e: s2'ViC? IfTk'F'ied ately I forr'n co_rettiy Fre;erv9d samples. obtain a rew sample or merits below -o:i'y the s_at0ab if directed to analyzed by the customer, Who was.notified, date and time: :'olat les Samples) were received with headspace COMMENTS: DOC. QA.002 Rev 1 a s H O c CD CCD s d ■ L` wan SOMEONE m - On MENMEN ` F• fo r • 0 NOON 1 ` ■■■■■.■■■■ ��.■ ` ■■■.■■■■■■ ��.■ ■=■■■■.■■MENNEN ► ElEmps W-REEMIMIN OMEN MENEM" Elm . OMEN mmmmmlft mmmm EMMEEME■NE IMPO.M! : w - NEE■■M M■N___._ MEMO L ■■■�■■■■■■ i :. Elm-■ � ■N MEN ON NEON MEMNON ■■ME Mim vME ' ■■M■MMEMINE ME MOMME■■ � � mom - • L • ■ ■ . - - r = _ in- u 41 TC." L� �I dal ir —SGS Orlando, FL The .results set forth herein are provided by SGS North America Inc. a Hardcopy Z. 0 Automated Report Technical Report for Environment 1, Inc City of Lexington WWTP; 28 W Center St, Lexington, NC 636A SGS Job Number: FA82966 Sampling Date: 02/03/21 Report to: ironment 1, Inc Box 7085 enville. NC 27835 inc.com .TTN: Ann Brown Total number of pages in report: 13 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Norm Farmer Technical Director Client Service contact: Jean Dent -Smith 407-425-6700 Certifications: FL(E83510), LA(03051), KS(E-10327), IL(200063), NC(573), NJ(FL002), NY(12022), SC(96038001) DoD ELAP(ANA13 L2229), AZ(AZ0806), CA(2937), TX(T1047WW), PA(68-03573), VA(460177), AK, AR, IA, KY, MA, MS, ND, NH, NV, OK, OR, UT, WA, WV This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: 407-425-6700 • fax: 407-425-0707 SGS is the sole auto+nit, hor authorizing edits or modifications to this dw.umcnt. Please share your ideas about ^S Lnia4t ;c:i,—e'_ nictii icatinrr of this report is strictly prohibited. how we can serve you better at: ((�� Review standard roans at: http:'h'w% v..s_L+s.cunuen(ier:ns-and-conditions F-LiS.US.Customercare(ii sLs.corn i of 13 FAB:966 Sections: Table of Contents Section1: Sample Summary................................................................................................... Section2: Summary of Hits.................................................................................................... 3 4 Section3: Sample Results........................................................................................................ 5 3.1 : FA82966-1. COWOST............................................................................................... 6 Section4: A isc. Forms............................................................................................................ 11 4.1: Chain of Custody........................................................................................................... 12 -Gu 2of13 FA82966 SGS North America Inc. Sample Summary Environment 1, Inc City of Lexington WWTP; 28 W Center St, Lexington, NC Project No: 636A Sample Collected Matrix Number Date Time By Received Code Typ Job No: FA82966 Client e Sample ID This report contests results reported as ND = Not detected, The follov®ing appiies: Organics ND mm= Not detected above the MDL FA82966-1 02/03/21 07:28 BW 02/08/21 SO Soil COMPOST Soil samples reported on a dry weight basis unless otherwise indicated on result page. F"I 3of13 �us FA82sss Summary of Hits Job Number: FA82966 Account: Environment 1, Inc Project: City of Lexington WWTP; 28 W Center St, Lexington, NC Collected: 02/03/21 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method FA82966-1 COMPOST No hits reported in this sample. Page 1 of 1 ___SGS 4 of 13 FA82966 Orlando, FL Section 3 Sample Results Report of Analysis 5 of 13 FAM66 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID: COMPOST Lab Sample ID: FA82966-1 Date Sampled: 02/03/21 Matrix: SO - Soil Date Received: 02/08/21 Method: SW846 8260B SW8461311 Percent Solids: n/a 1Project. City of Lexington WWTP; 28 W Center St, Lexington, NC 1� File ID DF Analyzed By Prep Date Prep Batch Analytical Batch u;r #1 C0146743.1) 10 02/11/21 13:04 SO 02/10/21 13:30 OP84060 VC5899 Run #2 Purge Volume R #1 5.0 ml Lun #2 VOA TCLP List TCLP Leachate method SW8461311 CAS No. Compound Result HW# MCL RL MDL Units Q 71-43-2 Benzene ND D018 0.50 0.010 0.0031 mg/1 78-93-3 2-Butanone (MEK) ND D035 200 0.050 0.020 mg/1 56-23-5 Carbon Tetrachloride ND D019 0.50 0.010 0.0036 mg/1 108-90-7 Chlorobenzene ND D021 100 0.010 0.0020 mg/1 67-66-3 Chloroform ND D022 6.0 0.010 0.0030 mg/1 10646-7 1,4-Dichlorobenzene ND D027 7.5 0.010 0.0026 mg/1 107-06-2 1,2-Dichloroethane ND D028 0.50 0.010 0.0031 mg/l 75-35-4 1,1-Dichloroethylene ND D029 0.70 0.010 0.0032 mg/1 127-18-4 Tetrachloroethylene ND D039 0.70 0.010 0.0022 mg/1 79-01-6 Trichloroethylene ND D040 0.50 0.010 0.0035 mg/1 75-01-4 Vinyl Chloride ND D043 0.20 0.010 0.0041 mg/I CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 103% 83-118% 17060-07-0 1,2-Dichloroethane-D4 104% 79-125% 2037-26-5 Toluene-D8 94% 85-112% 460-00-4 4-Bromofluorobenzene 102% 83-118% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value MCL = Maximum Contamination Level (40 CFR 261 7/1111) B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 6of13 FA82966 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID: COMPOST Lab Sample lD: FA82966-1 Date Sampled: 02/03/21 Matrix: SO - Soil Date Received: 02/08/21 Method: SW846 8270D SW846 3510C Percent Solids: n/a Project: City of Lexington WWTP; 28 W Center St, Lexington, NC — File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Ran #1 X074663.1) 1 02/24/21 17:13 WH 02/23/21 08:00 OP84240 SX3043 Run #2 Initial Volume Final Volume Run #1 100 ml 1.0 ml Run #2 ABN TCLP List CAS No. Compound TCLP Leachate method SW8461311 Result HW# MCL RL MDL Units Q 95-48-7 2-Methylphenol ND D023 200 0.050 0.0056 mg/I 3&4-Methylphenol ND D024 200 0.050 0.0098 mg/l 87-86-5 Pentachlorophenol ND D037 100 0.25 0.050 mg/1 95-95-4 2,4,5-Tricblorophenol ND D041 400 0.050 0.0074 mg/1 88-06-2 2,4,6-Trichlorophenol ND D042 2.0 0.050 0.0075 mg/1 106-46-7 1,4-Dichlorobenzene ND D027 7.5 0.050 0.0050 mg/1 121-14-2 2,4-Dinitrotoluene a ND D030 0.13 0.050 0.0081 mg/l 118-74-1 Hexachlorobenzene ND D032 0.13 0.050 0.0069 mg/l 87-68-3 Hexachlorobutadiene ND D033 0.50 0.050 0.0050 mg/1 67-72-1 Hexachloroethane ND D034 3.0 0.050 0.016 mg/1 98-95-3 Nitrobenzene ND D036 2.0 0.050 0.0093 mg/l 110-86-1 Pyridine ND D038 5.0 0.10 0.020 mg/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 367-12-4 2-Fluorophenol 24% 14-67% 4165-62-2 Phenol-& 17% 10-50% 118-79-6 2,4,6-Tribromophenol 78% 33-118% 4165-60-0 Nitrobenzene-d5 54% 42-108% 321-60-8 2-Fluorobiphenyl 57% 40-106% 1718-51-0 Terphenyl-d14 103% 39-121% (a) Associated BS outside control limits high, sample was ND. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound _SGOO,_ 7of13 FA62966 SGS North America Inc. Report of Analysis Page 1 of 1 s Client Sample ID: COMPOST Lab Sample ID: FA82966-1 Date Sampled: 02/03/21 Matrix: SO - Soil Date Received: 02/08/21 Method: SW846 8151A SW846 3510C Percent Solids: n/a— — Project: City of Lexington WWTP; 28 W Center St, Lexington, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 CC073030.D 1 02/17/21 12:37 JA 02/12/21 13:30 OP84091 GCC1800 Run #2 Initial Volume Final Volume T Run #1 10.0 ml 5.0 nil Run #2 Herbicide TCLP List TCLP Leachate method SW8461311 CAS No. Compound Result HW# MCL RL MDL Units Q 94-75-7 2,4-D ND D016 10 0.050 0.017 mg/1 93-72-1 2,4,5-TP (Silvex) ND D017 1.0 0.0050 0.0013 mg/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 19719-28-9 2,4-DCAA 62% 39-135% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value MCL = Maximum Contamination Level (40 CFR 261 7/i/11) B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 13 SR#((��' - FAB2ON SGS North America Inc. Report of Analysis Page I of 1 54 Client Sample ID: COMPOST Lab Sample ID: FA82966-1 Date Sampled: 02/03/21 Matrix: SO - Soil Date Received: 02/08/21 Method: SW846 8081B SW846 3510C Percent Solids: n/a Project: City of Lexington WWTP; 28 W Center St, Lexington, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 KK100167.D 1 02/12/21 21:40 WH 02/12/21 12:30 OPS4092 GKK3203 Run #2 Initial Volume Final Volume - - — 100 ml 5.0 ml Pesticide TCLP List TCLP Leachate method SW846 1311 CAS No. Compound Result HW# MCL RL AWL Units Q 58-89-9 gamma-BHC (Lindane) ND D013 0.40 0.00010 0.000022 mg/l 12789-03-6 Chlordane ND D020 0.030 0.0010 0.00038 mg/1 72-20-8 Endrin ND D012 0.020 0.00020 0.000021 mg/l 7644-8 Heptachlor ND D031 0.0080 0.00010 0.000026 mg/1 1024-57-3 Heptachlor epoxide ND D031 0.0080 0.00010 0.000020 mg/1 7243-5 Methoxychlor ND D014 10 0.00020 0.000050 mg/1 8001-35-2 Toxaphene ND D015 0.50 0.0050 0.0021 mg/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 877-09-8 Tetrachloro-m-xylene 120% 42-127% 2051-24-3 Decachlorobiphenyl 85% 27-127% ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value MCL = Maximum Contamination Level (40 CFR 261 711/11) B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound _ 9 of 13 FA82966 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID: COMPOST Lab Sample ID: FAS2966-1 Date Sampled: 02/03/21 Matrix: SO - Soil Date Received: 02/08/21 Percent Solids: n/a Project: City of Lexington WWTP; 28 W Center St, Lexington, NC Metals Analysis, TCLP Leachate SW8461311 Analyte Result HW# MCL RL Units DF Prep Analyzed By Method Prep Method Arsenic <0.10 D004 5.0 0.10 mg/l 1 02/17/21 02/17/21 LM SW8466010D2 SW8463010A4 Barium < 2.0 D005 100 2.0 mg/i 1 02/17/21 02/17/21 LM SW846 6010D 2 SW846 3010A 4 Cadmium <0.050 D006 1.0 0.050 mg/1 1 02/17/21 02/17/21 LM SW8466010D2 SWE463010A4 Chromium <0.10 D007 5.0 0.10 mg/1 1 02/17/21 02/17/21 LM SW846 601OD 2 SW846 3010A 4 Lead < 0.050 D008 5.0 0.050 mg/1 1 02/17/21 02/17/21 LM SW846 6010D 2 SW846 3010A 4 Mercury < 0.0050 D009 0.20 0.0050 mg/l 1 02/11/21 02/11/21 7c SW846 7470A 1 SW846 7470A 3 Selenium <0.10 DOW 1.0 0.10 mg/1 1 02/17/21 02/17/21 LM SW846 601OD 2 SW846 3010A 4 Silver <0.10 DO11 5.0 0.10 mg/1 1 02/17/21 02/17/21 LM SW846 6010D 2 SW846 3010A 4 (1) Instrument QC Batch: MA17454 (2) Instrument QC Batch: MA.17471 (3) Prep QC Batch: W38550 (4) Prep QC Batch: MP38575 RL = Reporting Limit MCL = Maximum Contamination Level (40 CFR 261 7/1111) SG10 of 13 FAS2966 Orlando, FL Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Section 4 l:e 4T 11 of 13 SGS- FA8Z966 FA Fnriroument 1,lnc. CHAIN OF CUSTODY RECORD eZ,96(a P.O. Box 7085,114 Oakmont Dr. Page i of--!- '11 NC 27858 Gteenvt c, environment[inccom DISINh-6 ON CKMWENarI Lf2EDATCOLlECTION Phone (252) 756-6208 • Fax (252) 756-063-1 CHLORINE pHCHEMPAB) CLIENT: 616A week:11 LlTry rff OF LMMGTON WWTP NONE G G G G CONTAINERTYPQPAi I& @CLAN I9NA MlNLBALI A A A A CHEW.FAESERUATIOd N[C t Wwr CENTER ST. ETONGTON NC 2TD2 `..� 2 A -NONE O-NAOH H 36)3S7-7884 z j i ar _ ' to 8 d B'HNO� E'HCd• $ C-HiSO, F-ZINCACETATUNAOH COLLECTION tz �Jla G-NATHIDSIAFAIE 9AIuiPLELOCATION DAZE TIME C'Mpost / /. './ZT 7-0Irv, 3•• _ _ J -6— CLASSJFIGOtOPt WASTE0TER(NP M MNIONGWATEA m• .` MMMW SOLDWASTESEC110N CHAIN OF CUSTODY (SEAL) MAINTAINED DURIN ENTIDELNERY Y N SAMPIES COLLECTED BY: &MUSkMNOINLABAT 1.4 'C 8Y F°7 COiaMEMS: go �rooz : Z (3? BY'. .1 BY O lJl1 dada s_ .,.&-• 3•71 I avid nsv(sIG.) Deltas la ar a V for /s�i[i.'•L37E�1]re?�tlz.:Ll�.• :r. 'its - ■ �tl 34 - 1 ► r . ,0 FA82966: Chain of Custody Page 1 of 2 A 0 —S_ 12 of 13 FA82M SGS Sample Receipt Summary .fob Number. FAB2966 Client: ENVIRONMENT 1 INC Project: 636 A Date I Time Received: 2/812021 9:30:00 AM Delivery Method: FEDEX Airbill Vs: 954628454862 Therm ID: IR 1: Therm CF: -1.8; # of Coolers: 1 Cooler Temps (Raw Measured) IC: Cooler 1: (7.4); Cooler Temps (Corrected) °C: Gooier 1: (5.6); Cooler Information Y or N_ Sample Information Y or N 1. Custody Seals Present ® ❑ 1. Sample labels present on battles ® Cl 2. Custody Seals Intact ® ❑ 2. Samples preserved preppy ❑ 3. Temp criteria achieved Q ❑ 3. Sufficient voiume(oontainere recvd for analysis: ® ❑ 4. Cooler tamp verification fRGun 4. Condition of sample Ill= 5. Cooler media Ice (Baal 5. Sample recvd within HT ® ❑ 6. Dates111mes11Ds an COC match Sample Label ® ❑ Trip Blank Information Y or N NIA 7. VOCs have headspace ❑ ❑ 1. Trip Blank present! cooler ❑ ❑ ® 8. Bottles received for unspecified tests ❑ 2. Trip Blank Gated on COC ❑ ❑ ® 9. Compositing Instructions clear ❑ ❑ 10. Voa Soil KltelJars received pest 48hrs7 El ❑ W or S NIA 11. % Solids Jar received? ❑ ❑ 12 3. Type Of TB Received ❑ ❑ ® 12. Residual Chlorine Present? ❑ ❑ 92 Misc. Information Number of Encores: 25-Gram 5-Gram Number of 5035 Field Kits: Test Strip Lot #a: pH 0-3 230315 pH 10-12 219813A _ Residual Chlorine Test Strip Lot #: Comments SMoot Technician: DEVANO Rw. Data OSMV17 Date: 2/8(2021 9:30:00 AM Reviewer. Number of Lab Filtered Metals: Other. (Specify) _ Data: FA82966: Chain of Custody Page 2 of 2 rk 13 of 13 _>t7U_ FA929H O m w w � rn mm v � -a C Cr ri w - w o is -- o r, m � o CD CD w � v 3 CD CD o m w a � c o m y CD t1 W CO l'37 V _ w C�7 n m rn $ twit z v� 0 � CD 0 - -Fno- �a>� z N� m m W nc�Zz �. G] Z N a 60 1 N • 00 m � ro Uh Uh p N a 9�i •p As r�r S LA C> o wm mW m =j z w o G m TOTAL CHLORINE, mg/I C7 m m Z " OR ug/I AT COLLECTION q' v o TEMPERATURE, °C O C n 0 V < G ATCOLLECTION tzn y ` # OF CONTAINERS w TCLP Vol/Svol a Ca TCLP Pesticides 01. 0 TCLP Herbicides 9 0 N ?U TCLP Metals 4� W V ca R;a p N p v'nn m eJ m 55 v� cn n PARAMETERS/TESTS ' Cn (n p z O 'j�I u Lj 0 Z r z Ld m Y z I' Z 0 � � m Z C !� -6 z O tZ N m m p p z C, v E m m p m C,n Z `y r�i D C7 r p D 1 I m m � i7 m a z o c� 0 0 z r x z ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules) Facility Name: Lexington Regional WWTP Compost facility WQ Permit Number: WWTP Name: Lexington Regional WWTP Compost facility NPDES Number: WQ0001318 NCO055786 Monitoring Period: From l/l/2022 To 12/31/2022 Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed: Class A: Alternative 1 © Alternative 2 ❑ Alternative 3 ❑ Alternative 4 ❑ Alternative 5 ❑ Alternative 6 ❑ .......... If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens": Compost 0 Heat Drying ❑ Heat Treatment ❑ Thermophilic ❑ Beta Ray ❑ Gamma Ray ❑ Pasteurization [3 Class B: Alternative 1 ❑ Alternative 2 ❑ ................... ......_..................... If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens": Lime Stabilization ❑ Air Drying❑ Composting ❑ jAerobic Digestion ❑ Anaerobic Digestion .............................................................................................................................. . If applicable to alternative performed (Class A or Class B) complete the following monitoring data: Parameter Allowable Level in Sludge g Pathogen Density Number ° Excee- Frequency of Analysis Y Sample Type • na ytica Tech- niijue Minimu Geo. Mean Maximum Unitsences Fecal Coliform 2 x 10 to the 6th power per gam of total solids MPN CFU 1000 mpn per gam of total solid (dry weh.ht) 2.9 21.9 3200 mpn/gts 1 Odays/di comp multitube Salmonella bacteria (in lieu of fecal coliform) I 3 MPN per 4 grams total solid (dry weight F Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed: Alt.1 (VS reduction) ❑ Alt. 2 (40-day bench) ❑ Alt. 3 (30-daybench) ❑ Alt. 4 (Spec. 02 uptake) ❑ Alt. 5 (14-Day Aerobic) ❑ Alt. 6 (Alk. Stabilization ❑ Alt 7 (Drying - Stable) Cl Alt. 8 (Drying - Unstable) ❑ Alt. 9 (Injection) ❑ Alt. 10 (Incorporation) ❑ No vector attraction reduction alternatives were performed ❑ CERTIFICATION STATEMENT (please check the appropriate statement) 0 "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction reduction requirement in 40 CFR 503.33 have been met." ❑ "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction reduction requirement in 40 CFR 503.33 have not been met." (Please note if you check this statement attach an explanation why you have not met one or both of the requirements.) "This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment." Tom Johnson Water Resources Director Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print) Signature of Preparer* Date Signature of Land Applier (if applicable) Date *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM PVRF 503 (12/2006) Compost Fecal Data for 2022 Standard Method 9221E-14 Date Results {MPN&S1 Results used in calculation 1000 MPNjpS 1/24/2022 580 580 0.58 1/24/2022 3200 3200 3.2 1/24/2022 190 190 0.19 1/24/2022 400 400 0.4 1/31/2022 37 37 0.037 1/31/2022 55 55 0.055 1/31/2022 390 390 0.39 3/14/2022 17 17 0.017 3/14/2022 49 49 0.049 3/14/2022 4 4 0.004 3/14/2022 150 150 0.15 3/21/2022 <4.4 4.4 0.0044 3/21/2022 <4.4 4.4 0.0044 3/21/2022 12 12 0.012 4/11/2022 18 18 0.018 4/11/2022 450 450 0.45 4/11/2022 95 95 0.095 4/11/2022 53 53 0.053 4/18/2022 39 39 0.039 4/18/2022 <3.5 3.5 0.0035 4/18/2022 <3.8 3.8 0.0038 5/9/2022 <2.9 2.9 0.0029 5/9/2022 <3.3 3.3 0.0033 5/9/2022 <3.3 3.3 0.0033 5/9/2022 <3 3 0.003 5/16/2022 <4 4 0.004 5/16/2022 4 4 0.004 5/16/2022 <3.9 3.9 0.0039 6/13/2022 38 38 0.038 6/13/2022 50 50 0.05 6/13/2022 73 73 0.073 6/13/2022 48 48 0.048 6/20/2022 3.4 3.4 0.0034 6/20/2022 22 22 0.022 6/20/2022 12 12 0.012 7/18/2022 44 44 0.044 7/18/2022 40 40 0.04 7/18/2022 43 43 0.043 7/25/2022 12 12 0.012 7/25/2022 3.3 3.3 0.0033 7/25/2022 3.2 3.2 0.0032 7/25/2022 18 18 0.018 8/15/2022 190 190 0.19 Compost Fecal Data for 2022 Standard Method 9221E-14 Date Results (MPN/eS) Results used in calculation 1000 MPWA 8/24/2022 <3.7 3.7 0.0037 8/15/2022 160 160 0.16 8/15/2022 110 110 0.11 8/22/2022 8 8 0.008 8/22/2022 14 14 0.014 8/22/2022 53 53 0.053 9/26/2023 24 24 0.024 9/26/2022 10 10 0.01 9/26/2022 3 3 0.003 9/26/2022 9.5 9.5 0.0095 9/28/2022 4.9 4.9 0.0049 9/28/2022 42 42 0.042 9/28/2022 9.4 9.4 0.0094 10/24/2022 <3.5 3.5 0.0035 10/24/2022 41 41 0.041 10/24/2022 42 42 0.042 10/24/2022 110 110 0.11 10/31/2022 23 23 0.023 10/31/2022 18 18 0.018 10/31/2022 <3 3 0.003 12/12/2022 43 43 0.043 12/12/2022 46 46 0.046 12/19/2022 <3.1 3.1 0.0031 12/19/2022 25 25 0.025 12/19/2022 4.6 4.6 0.0046 12/19/2022 13 13 0.013 12/19/2022 17 17 0.017 Minimum 2.9 Maximum 3200 Geometric mean 21.9