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Home My WebLink AboutWQ0010583_Additional Information Response_20211213RESIDUALS SOURCE FACILITY SUMMARY SUMMARY FOR FORM: RSC 06-16 Page 1 Applicant's name: Davie County Status Code a Facility Permit Holder Facility Name County Permit Number Maximum Dry Tons Per Year Current b Proposed M Davie County Cooleemee WWTP Davie NC0024872 2817 2817 a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted) b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility). 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: Cooleemee WWTP 2. Facility permit holder is: Federal, State, Local Government, or Private. Facility permit issued by: Div. of Water Resources, Div. of Environmental Health, or Other (explain: ). 3. Facility contact person and title: Tim Smith - ORC Complete mailing address: 123 South Main St City: Mocksville State: NC Zip: 27028- Telephone number: (336) 751-2635 E-mail address: tlsmith@daviecountync.gov 4. Facility physical address: 175 Hwy 801 S. City: Cooleemee State: NC Zip: 27028- Coordinates: Latitude: 35○ 48′ 15″ Longitude: 80○ 33′ 40″ Datum: NAD83 Level of accuracy: nearest second Method of measurement: GPS 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: 1.5 MGD and facility average daily flow: 0.5 MGD 8. Average amount of residuals being generated at this facility 315 dry tons per year. 9. Specify the following regarding treatment and storage volumes available at the facility: Type and volume of residuals treatment: Aerobic Digester – 150,000 gallons Type and volume of residuals storage (i.e., outside of residuals treatment units): 1.5 MG concrete basin and 3MG concrete basin 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 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: 04/26/2021 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: <0.25 mg/kg (<250) & H2S: <25 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 0.25 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 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: 6/10/21 Parameter Ceiling Concentration Limits (ClassA & ClassB) (mg/kg) Monthly Average Concentration Limits (Class A Only) (mg/kg) Result (mg/kg) Arsenic 75 41 6.12 Cadmium 85 39 2.24 Copper 4,300 1,500 103 Lead 840 300 31.8 Mercury 57 17 .388 Molybdenum 75 n/a 3.44 Nickel 420 420 25.9 Selenium 100 100 <2.11 Zinc 7,500 2,800 390 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 ≥ 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) 5. Nutrient/Micronutrient Determination: Complete the following: a. Total solids: 19.3 %. 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: 6/10/21 Parameter Result (mg/kg) Aluminum 48900 Ammonia-Nitrogen 2410 Calcium 4030 Magnesium 3050 Nitrate-Nitrite Nitrogen 127 pH (Standard Unit) 7.1 Phosphorus 4390 Potassium 2140 Sodium 655 Total Kjeldahl Nitrogen 6340 c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.74 [Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity and conditions conducive to crop growth]. d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. 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 2511 3216 Injection/Incorporation 3716 4421 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: 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. LAND APPLICATION SITE CERTIFICATION FORM: LASC 06-16 Page 1 Applicant's name: Davie County Land application sites currently certified: 363.14 net acres and Total to be certified: 244.10 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Status Codea Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Predominant Soil Series Nameb Mapping Unit or Rep. Slopec M NC-DV-008-04 Roger Spillman 19.49 Davie Fescue Cecil CeB2 M NC-DV-008-05 Roger Spillman 17.66 Davie Fescue/Small Grain Mecklenburg MrC2 M NC-DV-008-06 Roger Spillman 19.08 Davie Fescue/Small Grain Mecklenburg MrB2 M NC-DV-008-07 Roger Spillman 42.9 Davie Fescue Mecklenburg MrB2 M NC-DV-008-08 Roger Spillman 17.09 Davie Fescue Mecklenburg MrB2 R NC-DV-008-09 Roger Spillman 23.67 Davie Fescue Mecklenburg MrB2 R NC-DV-009-01 Thomas Whitaker 6.48 Davie Fescue Tomlin ToB2 R NC-DV-009-02 Thomas Whitaker 15.75 Davie Fescue Tomlin ToB2 M NC-DV-012-01 Herbert Dooley 15.43 Davie Fescue Clifford CfB2 M NC-DV-012-02 Herbert Dooley 9.48 Davie Fescue Fairview FeC2 M NC-DV-012-03 Herbert Dooley 8.46 Davie Fescue Fairview FeC2 M NC-DV-012-04 Herbert Dooley 13.44 Davie Fescue Fairview FeC2 M NC-DV-012-05 Herbert Dooley 16.19 Davie Fescue Cordorus CoA D NC-DV-125-05 Edward Leagans 4.80 Davie Fescue Mecklenburg MrB2 D NC-DV-125-06 Edward Leagans 16.40 Davie Fescue Mecklenburg MrB2 D NC-DV-125-07 Edward Leagans 6.80 Davie Fescue Mecklenburg MrB2 D NC-DV-125-08 Edward Leagans 9.50 Davie Fescue Mecklenburg MrB2 D NC-DV-125-23 Edward Leagans 4.75 Davie Fescue Mecklenburg MrB2 D NC-DV-125-40 Edward Leagans 4.60 Davie Fescue Mecklenburg MrB2 D NC-DV-125-41 Edward Leagans 21.70 Davie Fescue Mecklenburg MrB2 D NC-DV-192-01 Cletus Miller 12.00 Davie Fescue Cecil CeB2 LAND APPLICATION SITE CERTIFICATION FORM: LASC 06-16 Page 2 D NC-DV-192-03 Cletus Miller 41.50 Davie Fescue Cecil CeB2 R NC-RO-001-01 James Taylor 18.99 Rowan Fescue Appling ApB !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !! ! ! ! !! !! ! ! ! ! !! ! ! ! ! ! !!!! ! ! ! ! !!!!!!!! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!! !! !! !!!! ! !!! ! ! ! ! !! !! !!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!! !! !!!! !! !!!! !! !! !! !!!! !!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !!!!!! !! !! !!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!!!!!!!! ! !!!!! ! ! ! ! ! ! ! ! ! ! !!!!!!!!!! ! !!! !!! ! ! ! !!!! !!!! !!!!!!! ! !!! ! !!!! ! !!!! !!!!!!! ! ! ! !!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!!!!!!!!!!!!! !!!!!!!!! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!! ! !! ! ! ! ! ! !!!!!! ! !! ! ! ! ! !! !! !! !! !! !!!!!! !! !!!! !! ! ! !! ! ! !!!! !! ! ! ! ! !!!!! ! ! ! ! ! ! ! ! !!!! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! ! ! !!!!!!!!!!!!!! ! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !!!! !!!!!!!!!! ! ! ! ! ! ! ! !!!!!!! ! !! ! ! !! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! ! ! !!!!!!! ! ! ! !!! ! ! ! ! !!!!!!! ! !! !!!!!! ! ! ! ! ! ! ! ! ! ! !! !! !!!! !!!!! ! !! !! !! !! !! !! !! !! !! !! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!! !!!!!!!!! !! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! !!!!!!!! ! !!!!! ! ! ! ! ! !! !! !! !! !! !!!!!! !! ! ! ! ! !! ! ! ! ! !! !! ! ! """"""""""""" " " " " " " " " " # # ## #! ! ! ! ! !!!! ! !!!! 9 5 7 8 Hwy 6 0 1 L a k e w o o d V i l la g e R d 6 Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,IGN, and the GIS User Community Davie CountyLand Application ProgramNC-DV-008Roger Spillman 2WQ0010583BC SCALE: PROJECT NO: DATE: DRAWN BY: FIGURE NO.C:\Users\letsg\Documents\ArcGIS\GIS Data\Davie County\Maps\DV008-(5-9)(2).mxd± 1 " = 660 '12-01-21 Fi e ld Total Acres Appl i cable Acres519.77 17.66621.94 19.08757.83 42.9827.2 17.09930.68 23.67 Legend !Well #Structure "On Site Dwelling "Off Site Dwelling Drain !!!!Stream Pond Buffer Wet Area Field Boundary Property Boundary Rock Outcrop Standard Operating Procedure and Operation and Maintenance Plan for the Davie County – Land Application Program l. Purpose a. Ensure the requirements of the Davie County Non-Discharge Permit# WQ0010583 are met. 2. Personnel a . The following is a list of personnel in o rder they are to be contacted when information needs to be shared. i. EMA Resources inc. 1. David Ackley - Project Manager 419-212-3699 2. Roy Whitaker- Director of Bus.Development./Ops. 336-909-1718 3. Brent Collins - Director of Technical Services 336-399-3646 ii. Davie County l. David Bone - County Manager 336-753-6001 2. Johnny Lambert- Utilities Director 336-749-6313 3. Tim Smith-ORC Cooleemee WWTP 336-477-5096 3. Operational Functions a. The operational function of this project it going to involve mixing the lagoon with a tractor powered Houle pump to achieve a well-mixed and consistent material that is suitable for land application. 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 liquid applicator that will use pressure 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 Operations Manager (Mike Collins) for the equipment necessary to complete the job. 5. Safety Measures a. Davie County 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 Davie County, 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 areaꞏ of the spill. The Operations Manager or the person in charge on the spill site will be advise the clean-up personnel where to get the straw, lime, and other items necessary to complete the clean-up operation. le. 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 restoring 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 Davie County 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 Winston Salem regional office of the NCDENR by telephone (336) 776-9800 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 with 48 hours of the spill to the EMA Resources Director of Technical Services and Davie County staff. The report shall list all relative information and actions taken. With the assistance of EMA Resources personnel, and the Davie County personnel, a written report will be filed with the Winston Salem 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 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 number 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 app lied. 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. Copies of all analyses and records will be forwarded to Davie County and kept on file. vii. EMA Resources and Davie County staff will immediately inform the other part 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) 66 2-7956. 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 to ensure that the residuals are suitable for land application. b. The samples will be collected from the storage lagoon that holds the residuals. c. David Ackley, Brent Collins, or other designee will be responsible for sample collection for nutrient and metal, TCLP, and fecal coliform. 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 RClls. f. Metal and nutrient parameters will be collected and analyzed based on the requested dry ton numbers in the permit application. g. Residuals will be sampled for fecal coliform to demonstrate pathogen requirements have been met. Seven separate samples will be collected and analyzed. 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.