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NCDEN�t North Carolina Department of Environment and Natural Resources Pat McCrory Governor March 13, 2015 CERTIFIED MAIL RETURN RECEIPT REQUESTED Lawrence L. Parks, President Parks Family Leasing, LLC. 554 Hayes Chapel Road Rose Hill, North Carolina 28458 Dear Mr. Parks: Donald van der Vaart Secretary Subject: Application No. WQ0015030 Permit Application Withdrawal L.L. Parks Livestock, Inc. Delway Site Wastewater Irrigation System Sampson County In accordance with the email request dated March 11, 2015 from Mr. Geno Kennedy on your behalf to withdrawal the subject permit application, the Water Quality Permitting Section is returning your application and associated documents. Please be advised that construction and/or operation of the subject facilities without a valid permit is a violation of North Carolina General Statute §143-215.1 and may subject the owner/operator to appropriate enforcement actions in accordance with North Carolina General Statute §143 -215.6A -6C. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required by North Carolina General Statute § 143-215.1. The August 29, 2013 permit shall be effective until July 31, 2018. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division forms. Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will renew the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. If you need additional information concerning this letter, please contact me at (919) 807-6425 or alice.wessner@ncdenr.gov. Sin rely, Jon Risgaard, Chief Water Quality Permitting Section Enclosures (17 pages) cc: Fayetteville Regional Office, Water Quality Regional Operations Section Permit File WQ0015030 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Phone: 919-807-6464 L Internet htto://wrtal.nGdenr.orgiwebtwg An Equal Opportunity 1 AtFirmaGve Action Employer — Made in part with recycled paper Pat McCrory Governor NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Thomas A. Reeder Director October 7, 2013 LAWRENCE L. PARKs — PRESIDENT PARKS FAMILY LEASING, LLC 554 HAYEs CHAPEL ROAD ROSE HILL, NORTH CAROLINA 28458 Dear Mr. Parks: John E. Skvarla, III Secretary SCANNED DATE: 2/3 // S- Subject: Permit No. WQ0015030 Correction L. L. Parks Livestock, Inc. — Delway Site Wastewater Irrigation System Sampson County In accordance with a written request received October 3, 2013 from Geno Kennedy, we are forwarding herewith a corrected Attachment A of Permit No. WQ0015030 issued August 29, 2013. 'I-MW The correction to the subject permit is as follows: 1. The sampling frequency for pH (00400) has been changed from weekly to monthly. Please replace Attachment A of Permit No. WQ0015030 issued August 29, 2013 with the enclosed corrected Attachment A. If you need additional information concerning this permit correction, please contact Nathaniel Thornburg at (919) 807-6453 or nathaniel.thonibura ,ncdenr_gov. Sincerely, r lion s A. Reeder Enclosure CC" Sampson County Health Department Fayetteville Regional Office, Water Permitting Section Permit File WQ0015030 Notebook File WQ0015030 WATER QUALITY PERMITTING SECTION 'mow 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Location: 512 N. Salisbury S1., Ralei h, North Carolina 27604 Phone: 919-807- 464 4 FAX: 919.807-6496 Internet: www.ncwaterquality.orq An Eaaal Opportunity 4 Aifirmalive Aclion Employer A ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— WWTP Effluent Permit Number: WQ0015030 r' 1 /r Version:3.0'i EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCs Code Parameter Description Units of Measure Monthly Average Monthly Geometric Mean Daily Minimum Daily Maximum Measurement Frequency Sample Type 50050 Flow, in conduit or thru treatment plant GPD 6,851 Monthly Estimate 00610 Nitrogen, Ammonia Total (as N) mg/L 3 x Year Grab 00625 Nitrogen, Kjciclabl, Total (as N) mg/L 3 x Year' 00620 Nitrogen. Nitrate Total (as N) mg/L 3 x Year t Grab 00400 pH su Monthly Grab 00665 Phosphorus, Total (as P) mg/L 3 x Year Grab WQ09C Plant Available Nitrogen —Concentration mg/L 3 x Year Calculated 00530 Solids. Total Suspended mg/L 3 x Year Grab 1. 3 x Year sampling shall be conducted during March, July and November. 2. Monthly average for Fecal Coliform shall be a geometric mean. WQ0015030 Version 3.0 Attachment A Page 1 of 1 THIS PAGE BLANK NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Governor Director August 29, 2013 LAWRENCE L. PARKS — PRESIDENT PARKS FAMILY LEASING, LLC S54 HAYES CHAPEL ROAD ROSE HILL, NORTH CAROLINA 28458 Dear Mr. Parks: John E. Skvarla, III Secretary SCANNED DATE: 2 / 3 /1 S- Subject_ Pennit No. WQ0015030 L. L. Parks Livestock, Inc. — DeIway Site Wastewater Irrigation System Sampson County In accordance with your permit renewal and minor modification request received April 4, 2013, and subsequent additional information received July 22, 2013, we are forwarding herewith Permit No. WQ0015030 dated August 29, 2013, to Parks Family Leasing, LLC for the continued operation of the subject wastewater treatment and irrigation facilities, and temporary abandonment of portions of Fields F 1 and F2. This permit shall be effective from the date of issuance until July 31, 2018, shall void Permit No. WQ0015030 issued December 23, 2004, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting and maintaining the required operational information shall result in future compliance problems. For your convenience, customized electronic copies of your facility's NDMR, NDMLR and NDAR-1 reporting forms are available for download at: http://portal.nedenr.orWweb/wq/aps/lau/reporting. t Please note the following permit conditions are new since the last permit issuance: ➢ Condition I.I. — This condition requires that the Permittee temporarily abandon the portions of Fields F1 and F2 that are within the 400 foot setback to the two residences located on Parcel # 17092168001. ➢ Condition I1.7. — This condition requires the Permittee to apply for a permit modification to establish a new compliance boundary prior to any sale or transfer of property affecting a compliance boundary. ➢ Condition II.8. — This condition states that no wells, excluding Division approved monitoring wells, shall be constructed within the compliance boundary. AQUIFER PROTECTION SECTION 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 Phone: 9IM07-64641 FAX: 919-807-6496 Intemet: htti3:/iportal.ncdenr.org/webiwa/aps An Equal Opportunity \AQirmative Aden Employer .-b . r Mr. Lawrence L. Parks August 29, 2013 Page 2 of 2 ➢ Condition 11.9. — This condition requires any landowner who owns land within the compliance boundary, but who is not the Permittee, to execute and file with the County Register of Deeds an easement with the requirements listed in the said Condition. Please note 1 the previous permit was subject to this requirement under 15A NCAC 02L .0107(f), therefore, this condition is intended to voice this rule. ➢ Condition III.6. — This condition requires that all utilization equipment be tested and calibrated at least once per permit cycle. ➢ Condition 1V.2. — This condition requires that a Division certified laboratory conduct all laboratory analyses for the required effluent, groundwater or surface water parameters. ➢ Condition IV3. — This condition requires that flow be monitored and daily average flow values reported. ➢ Condition IV.9. — This condition requires that the Permittee keep a log of all maintenance conducted at the subject facility. ➢ Condition VI.7. — This condition requires the Permittee to maintain this permit until all permitted facilities are properly closed or permitted under another permit. ➢ Condition VIX — This condition notes that this permit is subject to revocation or unilateral modification within 60 days notice from the Division if the terms in 15A NCAC 02T .0110 are violated. ➢ Condition VI.9. — This condition notes that this facilities in this permit may not be expanded if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). � Please note that the Division has concerns about potential groundwater quality impacts at the two water supply wells located on Parcel # 17092168001. Accordingly, the Division will work with Sampson County to obtain access to sample the two water supply wells on Parcel #17092168001 to determine if groundwater quality has been impacted. If it is determined that groundwater quality at these two wells has been impacted, then the Division may require the Permittee to modify their permit to install a temporary or permanent groundwater monitoring well network in accordance with Condition IV.1. ,If any parts, requirements or limitations contained in this pgnmit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 15013 of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this permit, please contact Nathaniel Thornburg at (9I9) 807-6453 or nathaniel.tliomburg@ncdenr.gov. Sincerelv, QW homas A. Reeder cc: Sampson County Health Department Fayetteville Regional Office, Aquifer Protection Section Permit File WQ00I5030 Notebook File WQ0015030 4. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER IRRIGATION SYSTEM PERNUT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO Parks Family Leasing, LLC Sampson County Frei : .1_ operation of a 6,851 gallon per day (GPD) wastewater treatment and irrigation facility consisting of the: continued operation of: two anaerobic treatment lagoons totaling 5,314,375 gallons; a solid set irrigation system with two fields totaling 16.51 acres; and all associated piping, valves and appurtenances; and the temporary abandonment of. approximately 0.51 acres of Field F1; approximately 1.62 acres of Field F2; and all associated piping, valves and appurtenances; to serve the L. L. Parks Livestock Inc. — Delway Site, with no discharge of wastes to surface waters, pursuant to the application received April 4, 2013, and subsequent additional information received by the Division of Water Resources, and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. o � This permit shall be effective from the date of issuance until July 31, 2018, shall void Permit No. WQ0015030 issued December 23, 2004, and shall be subject to the following specified conditions and limitations: I. SCHEDULES Prior to September 30, 2013, the Permittee shall temporarily abandon the portions of Fields F1 and F2 that are within the required 400 foot setback to the two residences on Parcel # 17092168001. Upon temporary abandonment, the Permittee shall contact the Fayetteville Regional Office, telephone number (910) 433-3300, so that an inspection can be made. The Permittee shall also notify the Aquifer Protection Section via letter that the appropriate portions of Fields F1 and F2 have been temporarily abandoned. This notification shall be sent to: Aquifer Protection Section Attn: Nathaniel Thornburg 1636 Mail Service Center Raleigh, NC 27699-1636 WQ0015030 Version 3.0 Shell Version 130801 Page I of 7 2. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division forms. Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will renew the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. II. PERFORMANCE STANDARDS 1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate the effluent, the Permittee shall take immediate corrective actions including Division required actions, such as the construction of additional or replacement wastewater treatment or irrigation facilities. 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this facility. 3. Effluent quality shall not exceed the limitations specified in Attachment A. 4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC 02L .0107(b). This disposal system was individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or 50 feet within the property boundary, whichever is closest to the effluent disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. 6. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to any sale or transfer of property affecting a compliance boundary. o I 8. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L .0107(g). 9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is not the Permittee and owns land within the compliance boundary shall execute and file with the Sampson County Register of Deeds an easement running with the land containing the following items: a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1); b. Prohibits construction and operation of water supply wells within the compliance boundary; and c. Reserves the right of the Penmittee or .the State to enter the property within the compliance boundary for purposes related to the permit. The Director may terminate the easement when its purpose has been fulfilled or is no longer needed. WQ0015030 Version 3.0 Shell Version 130801 Page 2 of 7 :i 10. The facilities permitted herein shall be constructed according to the following setbacks: a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 400 ii. Surface waters: 100 iii. Any well with exception of monitoring wells: 100 iv. Any property line: 150 v. Public right of way: 01 t Per a setback waiver approved by Linwood Earl Reynolds of the North Carolina Department of Transportation and recorded in the Sampson County Register of Deeds, the 50 foot setback to a public right of way has been waived. b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as follows (all distances in feet): i. Any well with exception of monitoring wells: 100 ii. Any property line: 50 III. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational functions, maintenance schedules, safety measures and a spill response plan. 2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC) classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the previously cited rules. 3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is optimized, allows for even distribution of effluent and allows inspection of the irrigation system. 1 t 4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed in Attachment B. 5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. 6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. 7. Only effluent from the L. L. Parks Livestock, Inc. — Delway Site shall be irrigated on the sites listed in Attachment B. 8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment installation or while maintenance is being performed. 9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. WQ0015030 Version 3.0 Shell Version 130801 Page 3 of 7 10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0508. 11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. 12. Freeboard in the two anaerobic treatment lagoons shall not be less than two feet at any time. 13. Gauge to monitor waste levels in the two anaerobic treatment lagoons shall be provided. These gauges shall have readily visible permanent markings, at inch or tenth of a foot increments, indicating the following elevations: maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage volume; and the lowest point on top of the dam. 14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e., outside toe of embankment to maximum allowable temporary storage elevation on the inside of the embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. 15. Soil pH on all land application fields must be maintained in the optimum range for crop production. 16. The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this Permit. Any modifications to the WUP shall require modification of this permit. 17. Only those cleaning agents, soaps and disinfectants that are EPA approved, will not harm the cover crop, and will not contravene the groundwater standards listed in 15A NCAC 02L may be utilized in the .subject facility. Instruction labels are to be followed when using cleaning agents, soaps and disinfectants. IV. MONITORING AND REPORTING REQUIREMENTS 1. - Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sampling reporting schedule shall be followed. 2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analysesofor the required effluent, groundwater of surface water parameters. 1 3. Flow through the treatment facility shall be continuously monitored, and daily average flow values shall be reported on Form NDMR. Flow may be estimated from water use records, provided the Permittee's water use is metered. Daily average flow values shall be calculated by dividing the monthly metered water usage by the number of days in the month. 4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for the parameters specified in Attachment A. WQ0015030 Version 3.0 Shell Version 130801 Page 4 of 7 5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a minimum, these records shall include the following information for each irrigation site listed in Attachment B: a. Date of irrigation; b. Volume of effluent irrigated; c. Site irrigated; d. Length of time site is irrigated; e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings; £ Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B; g. Weather conditions; and h. Maintenance of cover crops. 6. Freeboard (i.e., waste level to the lowest embankment elevation) in the two anaerobic treatment lagoons shall be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. 7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the following month. If no activities occurred during the monitoring month, monitoring reports are still required documenting the absence of the activity. All information shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 8. A record shall be maintained of all residuals removed from this facility. This record shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this record shall include: a. Name of the residuals hauler; b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality agreeing to accept the residuals; c. Date the residuals were hauled; and d. Volume of residuals removed. 9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this log shall include: a. Visual observations of the plant and plant site; and b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections and cleanings, etc.). WQ0015030 Version 3.0 Shell Version 130801 Page 5 of 7 M 10. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each irrigation site listed in Attachment B. These results shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, the Standard Soil Fertility Analysis shall include the following parameters: Acidity Exchangeable Sodium Percentage Phosphorus Base Saturation (by calculation) Magnesium Potassium Calcium Manganese Sodium Cation Exchange Capacity Percent Humic Matter Zinc Copper pH 11. NoncompIiance Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 433-3300, as soon as possible, but in no case more than 24 hours, or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is abnormal in quantity or characteristic, including the known passage of a hazardous substance. b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons, rendering the facility incapable of adequate wastewater treatment. c. Any facility failure resulting in a by-pass directly to receiving surface waters. d. Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. e. Ponding in or runoff from the irrigation sites. Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure the problem does not recur. V. o INSPECTIONS I. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the wastewater treatment and irrigation facilities. 2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum; the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of the inspection, and this log shall be made available to the Division upon request. 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the wastewater treatment and irrigation facilities pennitted herein at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records required to be maintained under the terms and conditions of this permit, and may collect groundwater, surface water or leachate samples. WQ0015030 Version 3.0 Shell Version 130801 Page 6 of 7 VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143- 215.6A to 143-215.6C. 2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the conditions of this permit, the Division approved plans and specifications, and other supporting documentation. 3. This permit is effective only with respect to the nature and volume of wastes described in the permit application, Division approved plans and specifications, and other supporting documentation. No variances to applicable rules governing the construction or operation of the permitted facilities are granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n). 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the General Statutes. 5. In the event the permitted facilities change ownership or the Pennittee changes their name, a formal permit modification request shall be submitted to the Division. This request shall be made on official Division forms, and shall include appropriate property ownership documentation and other supporting documentation as necessary. The Permittee of record shall remain fully responsible for maintaining and operating the facilities permitted herein until a permit is issued to the new owner. 6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities permitted herein. 7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC 02T .01050). 8. T-bis permit is subject to revocation or unilateral modification -upon 60 days notice from the Division Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. 9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). 10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A NCAC 02T .0105(e)(3). Permit issued this the 29`h day of August 2013 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Tomas A. Reeder, Director Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0015030 WQ0015030 Version 3.0 Shell Version 130801 Page 7 of 3 0 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— WWTP Effluent Permit Number: WQ0015030 Version: 3.0 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCS Code Parameter Description Units of Measure Monthly Average Monthly Geometric Mean Daily Minimum Daily Ylaximunt Measurement Frequency Sample Type 50050 Flow, in conduit or thru treatment plant GPD 6,851 Monthly Estimate 00610 Nitrogen, Ammonia Total (as N) mgfl, I 3 x Year' Grab 00625 Nitrogen, Kjeldahl, Total (as N) mg/L 3 x Year 00620 Nitrogen, Nitrate Total (as N) mg/L 3 x Year Grab 00400 pH su Weekly Grab 00665 Phosphorus, Total (as P) mg/L I 3 x Year Grab WQ09C Plant Available Nitrogen — Concentration mg/L 3 x Year Calculated 00530 Solids, Total Suspended mg/L 3 x Year Grab 1. 3 x Year sampling shall be conducted during March, July and November. 2. Monthly average for Fecal Coliform shall be a geometric mean. iZ: WQ0015030 Version 3.0 Attachment A Page I of I THIS PAGE BLANK ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LBUTATIONS Permit Number: WQ0015030 Version: 3.0 Parks Family Leasing, LLC — L. L. Parks Livestock, Inc. — Delway Site IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS Field Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter Hourly Rate yearly Max Units F1 Parks Family Leasing, LLC Sampson 34.8118400 -78.2660920 5.03 / 4.52 Autryville 0 1284 — Non -Discharge Application Rate WQ09 — Plant Available Nitrogen 0.6 N/A 36.5 4 275 / 325 inches lbs/ac F2 Parks Family Leasing, LLC Sampson 34.809683° -78.2638170 13.61 1 / 11.99 2 Autryville 01284 — Non -Discharge Application Rate WQ09 — Plant Available Nitrogen 0.6 N/A 36.5 4 275 / 325 inches Ibs/ac Totals 18.641 / 16.512 1. Acreage prior to temporarily abandoning portions of Fields Fl and F2. 2. Acreage after temporarily abandoning portions of Fields F1 and F2. 3. Annual allowable applied Plant Available Nitrogen without a winter small grain over seed crop. 4. Annual allowable applied Plant Available Nitrogen with a winter small grain over seed crop. :l WQ0015030 Version 3.0 Attachment B Page 1 of 1 Figure 1 — Aerial Ma WQ0015030 554 Hayes Chapel Rd., Rose Hill, NC 28458 Parks Family Leasing, LLC Latitude: 34.8088890 L. L. Parks Livestock Longitude:-78.260949' Field F1 .k . Field �2 LL Parks Livestock WWTF. eart Figure 2 — Directional Ma WQ0015030 554 Hayes Cha el Rd., Rose Hill, NC 28458 Parks Family Leasing, LLC Latitude: 34.8088890 L. L. Parks Livestock Longitude: -78.260949° Rctpswf S AN' Rd -=3'~: k+yPs ""VTa Itp . 42 1 SH°sr„rsci'�n 903 ;4211 9D3 903 tiMAM1�°�l'S1�S�� BiflTmhI't:1 ' v � Q` M13 Wpfluest Portions ONO KAVTEQ I fern;sA A�j�� NCDENR North Carolina Department of Environment and Division of Water Quality 3everly Eaves Perdue Coleen H. Sullins Governor Director March 30, 2010 Mr. Lawrence Parks, Owner Parks Family Leasing, LLC 554 Hayes Chapel Road Rose Hill, North Carolina 28458 Dear Mr. Parks: Natural Resources RECEIVED 1 DENR 1 DWQ Aquifer Protection Section APR 12 2010 Subject: Permit Extension Permit No. WQOQ15030 L.L. Parks Livestock Inc. Dee Freeman Secretary Delway Site Wastewater Surface Irrigation Sampson County On August 5, 2009, Session Law 2009406, entitled "An Act to Extend Certain Government Approvals Affecting the Development of Real Property Within the State," was enacted by the General Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the expiration date of certain government approvals and permits. For additional information, the following website ( http:/portal.ncdenr.org/web/wqlaps/lau#extension ) can be viewed to address this statute and affected DWQ permits. Non -discharge permit, WQ0015030, issued by the Division of Water Quality falls within the scope of this Act and is therefore being extended until 30 November 2012. Please note per your permit, a renewal application must still be submitted six months in advance of the extended expiration date. If Parks Family Leasing needs to modify, upgrade, retrofit infrastructure at this facility which would require modification of the permit; a permit application can be submitted for review and the necessary modified permit issued. If you have any questions regarding this letter, please contact Division staff in the Fayetteville Regional Office at (910) 433-3340 or Central Office at (919) 733-3221. Thank you in advance for your cooperation. Sincerely, tel/ &Q&6q__ Jim Barber Aquifer Protection Section cc: Fayetteville Regional Office, Aquifer Protection Section WQ0015030 Permit File WQ0015030 Notebook File Sampson County Health Department Technical Assistance and Certification Unit AQUIFER RRQTFCTICN SECTION 1636 Nail Service Center, Raleigh, North Carolina 27699-1636 Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 One Phone: 919-733-3221 l FAX 1: 919-715-0588; FAX 2:919-715-6048 S Customer Service: 1-877.623-6748 NorthCarohna Internet: uwvw.ncwaterouafitv.org An Equal Opportunity 1 P tfamative Action Employer Naturally 0� W AT�Michael F. Easley, Governor 0 G William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources 7 Q Alan W. Klimek, F.E., Director Division of Water Quality December 23, 2004 Lawrence Parks Parks Family Leasing, LLC 554 Hayes Chapel Road Rose Hill NC 28458 Subject: Permit No. WQ0015030 L. L. Parks Livestock Inc. —Delway Site Wastewater Spray Irrigation Sampson County Dear Mr. Parks: In accordance with your request for renewal received July 14, 2004, and subsequent additional information received October 29, 2004 and November 17, 2004, and Notification of change of Ownership received December 20, 2004, we are forwarding herewith Permit No. WQ0015030, dated December 23, 2004, to Parks Family Leasing, LLC for the continued operation of the subject wastewater treatment and spray irrigation facilities. This permit shall be effective from the date of issuance until November 30, 2009, shall void Permit No. WQ0015030 issued November 5, 2001, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699- 6714. Unless such demands are made this permit shall be final and binding. If you need additional information concerning this matter, please contact Duane Leith at duane.leith@ncmail.net or by phone at (919) 715-6186. Sincerely, rvc, Alan W. Klimek, P.E. cc: Sampson County Health Department Fayetteville Regional Office, Aquifer Protection Section Ronnie G. Kennedy, Jr., President, Agriment Services, Inc. Technical Assistance and Certification Unit Aquifer Protection Central Files ttLAPCU Permit Files - Aquifer Protection Section —Animal Feeding Operations Unit One 1636 Mail Service Center, Raleigh, North Carolina 27699-1638 Noft.hCarolina Phone: 919-733-3221 1 FAX: 919-715-0588 / Internet: h2o.enr.state.nc.us Nataidly An Equal OpportunitylAftirmative Action Employer — 50% Recycledl10% Post Consumer Paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SPRAY IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Darks Family Leasing, LLC Sampson County FOR THE continued operation of a 6,851 GPD spray irrigation treatment and disposal facility consisting of two anaerobic treatment lagoons totaling 5,314,375 gallons, a solid set irrigation system with 45 hydrants, each with a wetted diameter of 240 feet, and two application fields totaling 18.64 acres to serve the L. L. Parks Livestock Inc. -- Delway Site, with no discharge of wastes to the surface waters, pursuant to the application received July 14, 2004, and subsequent additional information received by the Division, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until November 30, 2009, shall void Permit No. WQ0015030 issued November 5, 2001, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 3. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. The following buffers shall be maintained: a) 400 feet between, wetted area and any residence or places of public assembly under separate ownership, b) 150 feet between wetted area and property lines, c) 100 feet between wetted area and wells, d) 100 feet between wetted area and drainageways or surface water bodies, e) 50 feet between wetted area and public right of ways, f) 100 feet between wastewater treatment units and wells, and g) 50 feet between wastewater treatment units and property lines. Some of the buffers specified above may not have been included in previous permits for this waste treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which are required by the Division, to improve performance of the existing treatment facility, These buffers do, however, apply to modifications of the treatment and disposal facilities which are for the purpose of increasing the flow that is tributary to the facility. These buffers do apply to any expansion or modification of the spray irrigation areas and apply in instances in which the sale of property would cause any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is advised that any modifications to the existing facilities will require a permit modification. II. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the wastewater treatment and spray irrigation facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 4. Adequate measures shall be taken to prevent wastewater runoff from the spray field. S. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. 6. Soil pH on all Iand application fields must be maintained in the optimum range for crop production. 7. The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this Permit. Any modifications to the WUP shall require modification of this permit. 8. No type of wastewater other than that from L. L. Parks Livestock, Inc. — Delway Site shall be sprayed onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. 11. Freeboard in the lagoons shall not be less than two feet at any time. 12. A waste -level gauge, to monitor waste levels in the lagoons, shall be installed within 60 days of issuance of this permit. This gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage volume, and top of the berm elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge. 2 13. A protective vegetative cover shall be established and maintained on all earthen basin embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 14. Only those cleaning agents, soaps and disinfectants that are EPA approved, will not harm the cover crop, and will not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in the subject facility. Instruction labels are to be followed when using cleaning agents, soaps and disinfectants. III. MONITORING AND REPORTING RE UIREMENTS I. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b. volume of wastewater irrigated, c. field irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. continuous weekly, monthly, and year-to-date PAN (pounds/acre) loadings for each held, g. nitrogen balance for each field after an application event, h. weather conditions, i_ cover crop, and j . maintenance of cover crops. 3. Freeboard in the lagoon(s) shall be recorded weekly. 4. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation within 60 days of irrigation for the parameters listed by the North Carolina Department of Agriculture, Agronomic Division's Waste Analysis Report Form. This analysis shall be used in the monitoring and the proper management of the cover corps of the permitted application sites. The analysis shall also be used as an indicator to prevent any damage to the soil's ability to absorb the subject wastewater or nutrients. 5. Three (3) copies of all operation and disposal records (as specified in condition III 2 and III 3) on Form NDAR-1 (hydraulic information) and Form IRR-2 (nutrient information) shall be submitted on or before the last day of the following month, and three (3) copies of all monitoring data (as specified in condition III 4) on Form NDMR-1 shall be submitted on or before the last day of December. All information shall be submitted to the following address: Division of Water Quality 1617 Mail, Service Center Attn: Information Processing Unit Raleigh, NC 27699-1617 6. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each spray field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Manganese Potassium Calcium Percent Humic Matter Sodium Copper pH Zinc Magnesium Exchangeable Sodium Percentage Phosphorus Cation Exchange Capacity Base Saturation (by calculation) Records, including land application event(s) and removal of solids to an off -site location(s) records, shall be maintained by the Permittee in chronological and legible form for a minimum of three years. These records shall be maintained on forms provided or approved by the DWQ and shall be readily available for inspection. 8. Noncompliance Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone (910) 486- 1541, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858--0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. IV. GROUNDWATER REQUIREMENTS 1. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal system individually permitted on or after December 30, 1983 is established at either 250 feet from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to remediation action according to 15A NCAC 2L .0106(d)(2). 2. The REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1). 3. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 4. No land application of waste activities shall be undertaken when the seasonal high water table is less than three feet below land surface. 4 V. INSPECTIONS 1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS 1. This permit shall become voidable unless the facilities are constructed. in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and Iimitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. 5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 2H .0500. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4). S. The Permittee, at least six (b) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Permit issued this the 23`d day of December, 2004 NORTH CAROLWA ENVIRONMENTAL MANAGEMENT COMMISSION 5r' -X Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0015030 + hJ� 4 Cart c.3 W 0 .1 (DELWAV1 � i r� \ DELWAY3Ml. cry aTS3I SW MMINGTDM48 MA 0 m D E.PKf.9r-Tf,tF� ;� 4e EPK LJ NNRl'4Si4•E J 3 N E P.K. o f �' Ho2'srlrw a� H9-DY S�3 �FfE�LJ,CRES~ EPK ID SPRAYING ARFA 1 N 1B',1D7f5'W e1 FORMERLY J [� 14e 94' G r NOW 0R H. O, MERRITT V E P.K 45 1 RUB, TY G, OIL 644, PG 440 Hll'59ZSW 1 1 203Ie' E.P.K. 44 TRAILER ` 1\ s I ES CHAPEL ROAD) AFT f 3 r L f FIELDF� ; SPRAYING AREA n r ` BULLASsvc WELL 'i� \\ • ' � /� DITCH ARTHUR LEE 90YETTE l-EK 10?9.PG TG4 eMIESIXTT7XK \ / / // / \ TRAILER \ \ 10 [Ls. �G� E PX IN+ OF R Ne Ie39tHAYE3 e ` THE �� / LAGO014 CHAPEL OAM OL'ER CENTER OF A ID• CGHCRETE PIPE CULVERT ` CC eeOCK—p / N Il'71'OI•W HATES 67.41' x=x3ir N SG EPK 7' BWLD1740 FIE t kK, \ / 7 E.I.S. / aebS�ys LG.61L f I II, PAGE 576 AND A POR71ON DF 4. B7e1, PG. eel, Ill+e _ 1 2.8 i eM ES •� yA 't'�`�4', I. LINES FROM CORNER He [I TO CORNER Ntl ]ANC FROM CORNER Me 7 TO CORNER He 51 WERE PLOTTED FROM 0, 51C 1.19I. PO, 55$ E P.K. 51 ANO NOT F ROMAN ACTULSURVEY. � $PR Sys AREA f/ \k' �¢`p AUBREY R. MOORE AND YflFF ^` LOU SE M. MOORE 9 E.1.6 O, BKC 7e 1, PG 657 I. win,M .Mo2ra�,cedllT Mel lhh map was drawn under my aupernsloh uom an actual tune' mad$ under my supervision that deeds- q ueed for Ihis a1NYey are shosm by eook and Pape number to note nun14er 4 one oR lhis map, Thal the bdslndsrles not Surveyed are decry Iftcaled it arewn by Book and Pepe number In ode number we on IN% snap thol the rake of pieftm as plwtated Is 1 : 5.1700e, Ih61 this map was mods In 3 accordance with Ta-$. 41-30 as amended. Witness m, original aognalure. Iegr5halsin numbee and seal this today of S e _ t99e. 2 �`� AUBREY R. MOORE # •, ,S AND WIFE LOUISE M. MOORE gj D HK. 7E I, PG, eel D—t:� This curve' h loctlled Ih Each podlon o1 a t4ltnty a mvnidpol t7 that h thatfepulatn of IRndel �u uon um a_L.✓ unregulated ssto on ordigsoom ptcela 1 fteglstered Land Sunaaer SURVEY FOR SlaofNorthc6rollns ta C of L. L. PARKS LIVESTOCK, INC. 1 ne44ewOlticero! Coumy, .rll y E al M map or ptal to whk* Ibis ceri ficallon a used meel7 4 s aldory letluhemems leN recatding, TAYLORS enlgQE TOWNSHIP, SAMPSON COUNTY, NORTH t:AROLINA 0 OKAPHIC SCALE- I aKH. lob FEET wKLI ■le evtew 100 4GG 11100 Roo At LEQENG: - PRpPEa TY LPSE ---, OM$104 tINES -- Ab701M40 OR E ATTQI RrGNT 0A w4T LINTS a TOPQGRAPNrCAL OE TAI --tom 4RQN PIPE OR IRON S7A kRON PIPE OR 14ON $0 -••�— CONCRETE IAOVWEat cONCRETE140"WEN1 I IT. E%ISTa40IRONNPE E I.6. CiiSTM PION STAKE I S a RON STAKE $(7 C N EA11W. CONCRETE A YA CONCRETE"01111+EN FIGURE 2 L.L. PARKS LIV] SPRAY IRRIGATION SAMPSON COUi WQ0015030 Gw SITE TAIL State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director December 13, 1999 Mr. Lawrence Parks L. L. Parks Livestock Incorporated 554 Hayes Chapel Road Rose Hill, North Carolina 28458 Dear Mr. Parks: / 0 • NCDENR NORTH CAROLI NA DEPARTMENT OF ENVIRONMENT ANo NATURAL RESOURCES Subject: Permit No. WQ0015030 L. L. Parks Livestock Inc. Delway Site Spray Irrigation System Sampson County In accordance with the permit modification request received September 14, 1999, we are forwarding herewith Permit No. WQ0015030, December 13, 1999, to L. L. Parks Livestock Inc. for the continued operation of the subject wastewater treatment and spray irrigation facilities. This permit shall be effective from the date of issuance until December 31, 2004, shall hereby void permit WQ0015030, dated January 11, 1999, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. Changes to the permit included correcting the type of irrigation system installed and the approved loading rates. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding. If you need additional information concerning this matter, please contact extension 364. , cc: Sampson County Health Department Agriment Services, Inc. Airler�ert-G- Fer.;1a-1 Fayetteville Regional Office, Water Quality Section Fayetteville Regional Office, Groundwater Section Groundwater Section, Central Office Technical Assistance and Certification Unit Non -Discharge Compliance/Enforcement Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Affirmative Action Employer Sinc e ? Kerr T. Stevens at (919) 733-5083 Telephone (919) 733-5083 Fax (919) 715-6048 50% recycled/10% post -consumer paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SPRAY IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO L. L. Parks Livestock Inc. Sampson County FOR THE continued operation of a 6,851 GPD spray irrigation treatment and disposal facility consisting of two anaerobic treatment Iagoons totaling 5,314,375 gallons, a solid set irrigation system with 45 hydrants, each with a wetted diameter of 240 feet, and two application fields totaling 20.11 acres to serve L. L. Parks Livestock Incorporated, with no discharge of wastes to the surface waters, pursuant to the modification request received September 14, 1999, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective frorn the date of issuance until December 31, 2004 and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 3. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. The following buffers shall be maintained: a) 400 feet between wetted area and any residence or places of public assembly under separate ownership, b) 150 feet between wetted area and property lines, c) 100 feet between wetted area and wells, d) 100 feet between wetted area and drainageways or surface water bodies, e) 50 feet between wetted area and public right of ways, f) 100 feet between wastewater treatment units and wells, and g) 50 feet between wastewater treatment units and property lines. Some of the buffers specified above may not have been included in previous permits for this waste treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which are required by the Division, to improve performance of the existing treatment facility. These buffers do, however, apply to modifications of the treatment and disposal facilities which are for the purpose of increasing the flow that is tributary to the facility. These buffers do apply to any expansion or modification of the spray irrigation areas and apply in instances in which the sale of property would cause any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is advised that any modifications to the existing facilities will require a permit modification. II. OPERATION AND MAINTENANCE REQUIREMENTS The facilities shall be properly maintained and operated at all times. 2. Upon classification of the facility by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at Ieast equivalent to or greater than the classification assigned to the wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8G .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of 15A NCAC 8G .0202_ Once the facility is classified, the Permittee must submit a letter to the WPCSOCC which designates the operator in responsible charge. 3. A suitable year round vegetative cover shall be maintained. 4. Irrigation shall not be performed during inclement weather or when the round is in a condition that will cause runoff. Adequate measures shall he taken to prevent wastewater runoff from the spray field. 6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. 7. The application rate shall not exceed a cumulative loading of 36.5 inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.75 inches per hour and 0.75 inches per event. Nitrogen loadings, cropping scheme and application windows provided in the attached Waste Utilization Plan (WUP) shall be adhered to. Any modification to the WUP shall be approved by the Division. 8. No type of wastewater other than that from L. L. Parks Livestock Incorporated shall be sprayed onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. 11. Freeboard in the lagoons shall not be less than two feet at any time. III. MONITORING AND REPORTING REQUIREMENTS L Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b. volume of wastewater irrigated, c. field irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. weather conditions, and g. maintenance of cover crops. 3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation quarterly for the following parameters: BOD5 Nitrate TKN pH NH3 as N Sodium Magnesium Calcium Total P Sodium Adsorption Ratio by Calculation 4. Three (3) copies of all operation and disposal records (as specified in condition 111 2) on Form NDAR-1 shall be submitted on or before the last day of the following month. Three (3) copies of all effluent monitoring data (as specified in condition 1113) on Form NDMR-1 shall be submitted on or before the last day of each quarter. All information shall be submitted to the following address: NC Division of Water Quality Water Quality Section Non -Discharge Compliance/Enforcement Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3 5. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each spray field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Calcium Copper Magnesium Cation Exchange Capacity b. Noncompliance Notification: Manganese Potassium Percent Humic Matter Sodium pH Zinc Phosphorus Base Saturation (by calculation) The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 486-1541, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. IV. GROUNDWATER REQUIREMENTS 1. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1). In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area_ Any exceedance of standards at the Review Boundary shall require remediation action on the part of the permittee. 4 3. No land application of waste activities shall be undertaken when the seasonal high water table is less than three feet below land surface. V. INSPECTIONS 1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. V1. GENERAL CONDITIONS 1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 5. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division_ Failure to pay the fee accordingly may cause the Division to initiate action to revoke this pen -nit as specified by 15A NCAC 2H .0205 (c)(4). 5 8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Permit issued this the 13th day of December 1999 NORTH OLINA ENTAL MANAGEMENT COMMISSION Kerr T. Stevens, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0015030 rrx E p K L+yY7t�L i .11 x� V Iai �Swo N OG'02'AGE 2�ag' Lfi2 I t5' } O7'45'31' E" 4 _ 17 E P,K RJR �9 N 02.171I'W l FIELD No 3 1/407' j 65ACR5 E.P.N. SB y SPRAYING AREA N 10'201 }19 al' 61 O E.P.K. A5 N 19'5975-W 1 E.P.K. SLOPE " 5 S. R, No. 1139 ,\ FIELD No, 2 {HAVES CHAPEL ROAD 1 B.O ACRES SPRAYING AREA 110" t� e TRAILER E P.K IN OF S R No 11391HAYES 6 CHAPEL OADI OVER THE CENTER OP A 16' CONCRETE PIPE CULVERT N 2nT01- W 67.10' \ as E.P.K NOTES 1. D. 8K "02. PAGE 53e AND A PORTION OF D. RK. TO I. PG_ 6e2. N � M Lt2 K8 2. UNESFROMCORNER No Iq TO CORNER No. 7 AND FROM CORNER No. 7 TO CORNER NP 51 WERE PLOTTER FROM D. 8K. 1193, PG. 539 E P.K. AND NOT FROM AN ACTVL SURVEY. NOWOR FORMERLY H. D, MERRITT D.SKW4, PG 449 WASH WELL_( _/^)BuILpING ��V/ /�♦ �,/� DRAINAGE / \ DITCH \\ LAGOON \2 aBu D oK LAGOON BLOCK p WILLING 7 ELS. FIELD No. 1 2.8ACRES SPRAYING AREA 1 RAw — '' � I, WifllamG.Monre,oedilylhelfhism:pwasdrawnurWermy 1 1 5 Svpemmon Irem en aauaisurvey made under my supervision that deeds 1y used for this Survey are shown by B00% and Page number In note nuTnber one on this map, [hot the boundaries not Surveyed are diary Indt6aled at shown by Book and Page number in note number two on this map that the ratio of precision as calculated Is 1 : 5,000r, that this map was made In 3 aocoidance with O.S. 47-30 as amended. Witness my original algnaNre, ' repnlrahonnumber Ind Best this _Ldayof„� fe...L,_ i99B. .p� \ y AUHREY R. ANDWIFEMOORE �`/ LOUISE M. MOORE 010 CAS hh �/ q �{I \ D BK. 76$, PG. 612 it ��t043iFp`n(ILaII-_�Ni F�'yli 1 _: '�0 urveyar 1 * E . * T if& survey 1s located In such portion of a county or munkip+III1 263H That la unregulated as to an ordinance that regulate& parcels of land; 1 e/ .f-<f. a$ Registration mumbill A LL! NG. Registered Land Surveyor Data ' SURVEY FOR Stale of North Carolina County of PARKS LIVESTOCK, INC. I, Review Officer of County, cent I SL the map or plat It which this certification a Lae meets all Statutory requlyemenh Ior recording. TAYLORS BROGE TOWNSHIP, SAMPSON COUNTY, NORTH CfAROLINA GRAPHIC SCALEI INCH • 200 FEET sommolig Unit - eY ew Icar _ 700 rah sm 500 AUBREY R. MOORE AND WIFE LOUISE M. MOORE D, SK. 711. PG. e62 ARTHUR LEE BOYETTE 0, BAIL WD %PG 700 r t39 r— Si NO 903 viciN" MAP INOT TO SCALE LEGEND: PROPERTY LINE DIVISION ONES -- ADJOININGOR EKTENOEO PROPERTY LIN RIGHT OF WAY LINES OR OUTLINE OF TOPOGRAPHICAL DETAIL —R— IRON PIPE ORIRDN STAKE I TOP BURIED IRON PIPE OR IRON STAKL I TOP ABOVE [ �— CONCRETE f CRIUMENI 410P RURIEO t -�� CONCRETE MpNUMENI I TOP ABOVE GF, E I F. IIKON me E I,e. EXIISTP1G IRON STAILL INS 1I STAKE SET ECM ExISIM CONCRETE MON�AIENr & ale CONCRETE MON AIENT SET FIGURE 2 L.L. PARKS LIVESTOC. SPRAY IRRIGATION FACII ° SAMPSON COUNTY yYKLI wn WQ001 5030 GW 8034 NT SITE TAIL MAP WASTE UTILIZATION PLAN Page 1 DATE 08/16/99 W00015030 Producer. LL PARKS LIVESTOCK INC. Location: 554 HAYES CHAPEL ROAD ROSE HILL, NC 28458 Telephone: 800-372-4647 Type Operation; SWINE BUYING STATION Number of Animals: 3060 The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it its applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally waste shall not be applied to land sroding at greater than 5 tons per acre per year. With special pre- .:autions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage require- ments should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. WASTE UTILIZATION PLAN Page 2 AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.) 3060 hogs x 1.9 tons wastelhogslyear = 5814 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3060 hogs x 2.3 PANlhogslyear = 7038 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM ' LBS DETERMINING PHASE CODE AW N PER ACRES AW PER AC AC USED APPLIC. TIME 5771 1 AUB BH 5.5 275 5.03 1383.25 5771 --1 AUB SG 1 100 5.03 503 5771 2 AUB BH 5.5 275 15.08 4147 5771 —2 AUB SG 1 100 15.08 1508 0 0 0 Total 7541.25 — Indicates that this field is being over seeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. WASTE UTILIZATION PLAN Page 3 TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM — " LBS DETERMINING PHASE CODE AW N PER ACRES AW PER AC AC USED 0 0 0 0 0 0 0 Total 0 — Indicates that this field is being over seeded (i.e. interpianted) or winter annuals follow summer annuals. " Acreage figures may exceed total acreage in fields due to over seeding. Ibs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: LBS N APPLY CROP CODE CROP UNITS PER UNIT MONTH BH HYBRID BERMUDA GRASS -HAY TONS 50 APR-AUG C CORN BUSHELS 1.25 MAR-JUNE SG SMALL GRAIN OVER SEED 0 50 SEPT-MAR SA SUMMER ANNUALS AC 110 APR -MAY WA WINTER ANNUALS AC 100 SEPT-APR BC HYBRID BERMUDA GRASS -CON GRAZED TONS 50 APR-SEPT BP HYBRID BERMUDA GRASS -PASTURE TONS 50 APR-SEPT FC TALL FESCUE -CON GRAZED TONS 50 SEPT-APR FH TALL FESCUE -HAY TONS 50 SEPT-APR FP TALL FESCUE -PASTURE TONS 50 SEPT-APR SB SOY BEANS BUSHELS 4 JUN-SEPT DSB DOUBLE CROP SOY BEANS BUSHELS 4 JUN-SEPT CO COTTON TONS 0.1 MAY-JUN W WHEAT BUSHELS 2 OCT-MAR 'SEE NCSU MEMO WASTE UTILIZATION PLAN Page 4 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 1 7541.25 TABLE 2 0 0 TOTAL 0 7541.25 AMOUNT OF N PRODUCED 7038 — BALANCE-503.25 This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres exGuding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately /1,1,2. 2 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge equipment, may be needed when you remove this sludge. See attached map showing the fields to be used for the utilization of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of waste being stored in your structure be within I-Q feet of the top of the dike. WASTE UTILIZATION PLAN Page 5 If surface irrigation is the method of land application for this plan, it it is the responsibility of the producer and irrigation di signer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid Call your Agriment Services representative for assistance in determining the amount of waste per acre and the proper application rate prior to beginning the application of your waste. NARRATIVE OF OPERATION: SEE ATTACHMENT REVISED ADDENDUM TO WASTE UTILIZATION PLAN: FACILIIYNUMBER WQ0015030 FARM NAME: L.L. PARKS LIVESTOCK INC. DELWAYSITE OWNER NAME: LA WRENCE PARKS FACILITY TYPE: SWINE BUYING STATION THIS ADDENDUM SHOULD BE INCORPORATED INTO THE CURRENT WASTE MANAGEMENT PLAN CREATED BY RONNIE G. KENNEDY JR. ON 8/16/99. THIS WASTE PLAN WAS CREATED WITH THE CERTIFIED IRRIGATION DESIGN COMPLETED BY IRRIGATION DESIGNER KRAIG WESTERBEEK. THE ACRES OF THE PLAN CORRESPOND WITH THE WETTED ACRES OF THE DESIGNED SYSTEM. THE SYSTEM HAS BEEN DESIGNED AND INSTALLED IN ACCORDANCE WITH CURRENT NRCS STANDARDS. ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR. PARKS INTENDS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS. 8/16/99 RONNIE G. KENNEDY JR. TECHNICAL SPECIALIST WASTE UTILIZATION PLAN Plans and Specifications Page 6 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Local NRCS office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. if the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an updated Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to 'Buffers" required by DEM: (See FOTG Standard 393-Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when the wind is blowing. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding_ (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance. 7. Liquid waste shall be applied at rates not to exceed the soil infil- tration rate such that runoff does not occur off site or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall event, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. WASTE UTILIZATION PLAN Page 7 10. Waste nutrients shall not be applied in fail or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil_ 11. Animal waste shall not be applied closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present. (See standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right -of ways. 15. Animal waste shall not be discharged into surface waters, drainage ways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land application site by a "technical specialist'. Animal waste should not be applied on grassed waterways that discharge into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. 16, Domestic and industrial waste from wash down facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. Lagoons and other uncovered waste containment structures must maintain a maximum operating level to provide adequate storage for a 25-year, 24-hour storm event in addition to one (1) foot mandatory freeboard. 18. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shalt be provided for these areas and and shall be fenced, as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. 19. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. WASTE UT[LIZAT[ON PLAN Page 8 21. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied pre plant with no further applications of animal waste during the crop season. 22. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 23. Waste shall be tested within sixty days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate - determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three years. Waste application records for all other waste shall be maintained for five years. 24. Dead animals will be disposed of in a manner that meets North Carolina State regulations or other States' regulations. WASTE UTILIZATION PLAN Page 9 NAME OF FARM: ��g OWNER 1 MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that an expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Water Quality (DWQ) before the new animals are stocked. I (we) also understand that there be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25 year, 24 hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by DWQ upon request. I (we) understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. 1 also certify that the waste will be applied on the land according to this plan at the appropriate times and at rate that no runoff occurs. NAME OF FACILITY OWNER: LL PARKS LIVESTOCK INC. SIGNATURE: .�---� kU_ DATE: C /6 NAME OF MANAGER (if different from owner): SIGNATURE: DATE: NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR. AFFILIATION: Agriment Services Inc. PO Box 1096 Beulavi 8 SIGNATURE: DATE: North Ca 6 m Staia Urr erstyis a lend- Department of Crop Science prang rowan 4y " a wi5t tuwA mwftn of The Ure saly d North Carobre Cdgege of AgdvAura and Us 5cw)cas Campus 6cx 7520 Ralaiph, NC 27695.7520 919.5152647 919.515,7959 {Tax} Memorandum TO: North Carolina Certified Technical Specia ists FROM: Dr. Jim Green, Chairman NC State University Forage roduction Workgroup DATE: June 29, 1998 �/ SUBJECT: Crop Management Practices for Select Forages Used in Waste Management The following is a four -page summary of suggestions for management practices for sour - forage crops that can be used in waste management plans. These suggestions are a result of discussions within the NC State University Forage Production Workgroup, a group comprised of NC State faculty and NRCS agency personnel with expertise with the crops. There are limited documented research responses of some of these practices on the many soils and environments where these crops are currently being grown. The Forage Production Workgroup has Laken the available data and used the combined experiences and realistic estimates of key people to come up with suggestions that will allow farmers to incorporate these crops and practices into waste management plans. As data become available to substantiate or refute these suggestions, the Forage Production Workgroup will make appropriate changes. Bermuda Overseeded With Cereal Rye and Annual Ryegmss Currently two types of "ryegrass" are being used for winter overseeding in fields used for animal waste management. Cereal rve is a winter annual smallgrain that looks srmi.lar to wheat, barley and oats. Annual Eyegrms is a winter annual grass that looks much like tail fescue. Both of these grasses, when growing during the winter on bermuda sod, can have significant impact on subsequent bermuda yields. In effect, the total yields from an acre growing the combination of bermuda with these winter annuals will usually yield between 1-2 tons more per acre than bermuda growing alone for the year. Therefore, the total amount of PAN /acre for the year is about l DO ]bs more than for bermuda alone. Although cereal rye and annual ryegrass are suitable crops for overseeding, the management of the crops are different and thus practices implemented are dependent on the crop selected. IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: Parks Livestock Address: 554 Hayes Chapel Rd. Rose Hill, NC 28458 Telephone: (910) 532 4710 Table 1 - Field Specifications Approximate Maximum Useable Size Field of Field Maximum Application Rate County: Sampson Date: 7/22/99 Maximum Application per Irrigation Cycle Number acres Soil Type Slope % Crop(s)( Inlhr inches Comments 1 5.03 AuB <5 Bermuda 0.75 0.75 Hydrants 1-10 2 15.08 AuB <5 Bermuda 0.75 0.75 Hydrants 11-45 Sheet3 TABLE 3 - Solid Set Irrigation Gun Settings Make, Model and Type of Equipment Nelson 150 Part Circle Guns Operating Parameters Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating and Number of Diameter Along Between Rate Diameter Pressure Time Hyd No. Hydrants (feet) Pipelines Pipelines (in/hr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres per zone F1,H1 1 240 140 140 0.4 0.6 60 1.88 0.51 (OC-eA 2 1 240 140 140 0.4 0.6 60 1.88 0.51 3 1 240 140 140 0.4 0.6 60 1.88 0.51 4 1 240 140 140 0.4 1 0.6 60 1.88 0.51 cv- ,, v Z5 5 1 240 140 140 0.4 0.6 60 1.88 0.51 6 1 240 140 140 0.4 0.6 60 1.88 0.51 7 1 240 140 140 0.4 0.6 60 1.88 0.51 8 1 240 140 140 0.4 0.6 60 1.88 0.51 9 1 240 140 140 0.4 0.6 60 1.88 0.51 10 1 240 140 140 0.65 0.6 60 1.15 0.44 F2,H11 1 240 140 140 0.8 0.6 60 0.94 0.23 12 1 240 140 140 0.4 0.6 60 1.88 0.51 13 1 240 140 140 0.4 0.6 60 1.88 0.51 14 1 240 140 140 0A 0.6 60 1.88 0.51 15 1 240 140 140 0.48 0.6 60 1.56 0.49 16 1 240 140 140 0.65 0.6 60 1.15 0.35 17 1 240 140 140 0.48 0.6 60 1.56 0.49 18 1 240 140 140 0.4 0.6 60 1.88 0.51 19 1 240 140 140 0.4 0.6 60 1.88 0.51 20 1 240 140 140 0.8 0.6 60 0.94 0.23 21 1 240 140 140 0.4 0.6 60 1.88 0.45 22 1 240 140 140 0.4 0.6 60 1.88 0.45 23 1 240 1410 140 0.4 0.6 6 1.88 0.45 24 1 240 140 140 0.4 0.6 60 1.88 0.45 25 1 240 140 140 0.4 0.6 60 1.88 0.45 26 1 240 140 140 0.4 0.6 60 1.68 0.45 27 1 240 140 140 0.4 0.6 60 1.88 0.45 Sr,uet3 : r rr �r r . r . .r r •• r • � 'r r �� r . .r :: r ��� r: r, .r r•• r •r 0 'r •r •r r • r . .r :: � r �0���© r • . r :: r ®0®' �®' � r . . r r • • r �� 'r •r � r � r . .r •f r Sheet4 TABLE 4 - Irrigation System Specifications Traveling Solid Set Irrigation Gun irrigation Flow Rate of Sprinkler m 81 Operating Pressure at Pump (psi 79.0 Design Precipitation Rate inlhr 0.40 Hose Length feet XXXXXXXX T e of S eed Compensation xxxxxXXX Pump Type PTO, Engine, Electric Electric Pump Power Requirement h 10.1 TABLE 5 - Thrust Block Specifications THRUST BLOCK LOCATION AREA (sq. ft. 90 degree bend 2.12 Dead End 1.50 Tee 1.05 Gate Valve 1.50 45 degree bend 1.14 Page 1 Si ieet5 IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Private Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398 Phone: (910) 293 6787 Required Documentation The following details of design and materials must accompany all irrigation designs: 1. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block loca6ans and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system 6. Manufacturer's specircations for the Irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. 8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all perennial streams and surface waters per NC statutes. SI 'eet6 Narrative of Irrigation System Operation This system is designed for big gun solid set utilizing two Nelson 100 part circle guns and a 10 hp electric pump. The grower should refer to page 1,2 of the design for recommended rates, run times per set, and arc settings of the guns. Both guns should be equipped with a .6" taper bore nozzle and (should be operated at 60 psi. In some cases, soil moisture and crop needs may prove it prudent to apply more than .5" of application. In these cases, the grower should contact the designer to receive instruction on the proper run times to acheive this higher application ammount. Periodically, the grower should install a pressure gauge on the gun to check the actual gun pressure. A drop in pressure from that outlined in the design should be examined by an irrigation specialist. For winterization, remove guns from hydrants and drain. Remove suction and discharge hoses and drain. Drain pump head if possible. Sheet7 CALCULATIONS i Sprinkler Specifications ` 1 Sprinkler Type: Nelson 100 part circle 1 I I Nozzle Size: l 0.6 inches Sprinkler Pressure: 601psi Flowrate(GPM):1 81 I9Pm Wetted Diameter: 240 feet I I � I Sprinkler Spacings Desired Spacing (%}: 60 % Design Spacing(feet): 144 'PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. 1 Actual Spacing (feet); I 140 feet Actual Spacing (%):1 58 % I Application Rate I Application Rate = (96.3xFlowrate)/sprinkler spacing squared 1360 degree 1300 deggree IL80 degree I Design App. Rate =1 0.40 in/hr 1 0.48 in/hr I 0.8 in/hr 1 I I I I Run Time Per Set I Run time per set = Desired application / Design application rate = hours ' I I I I I II Desired app. (in.) =J 0.75 inches I I I Ii 360 decree 1300 degree 180 degree Run time per set = 1.88 hours 1 1.56 hours 0.941 hours j I I Mainline Velocity -- I i I I I Velocity = .408 x Flowrate / pipe diameter squared feet/sec."" i "For buried pipelines, velocity should be below 5 feet per second I I I I I II I Pipe size: 1 4 inches I I # Sprinklers Oper.:1 2 I Velocity=1 4.13 ft/sec. I I I I I I Maximum Lateral Line Entrance Velocity I I 1 IPipe size: 41inches Ii I # Sprinklers Oper.:1 21 1 I Velocity =1 4.131 Ift/sec. I I I I I I I Page 1 Sheet? Maximum Mainline Friction Loss I Lateral Used:1#1 I I Total distarice:j 1550 feet Friction Loss is figured using Hazen/William's Equation i ! I Friction Lcss=l 1.41 feet1100 feet j I I Max. Mainline Loss = 21.8 feet or 9. 51 psi { i I Maximum Lateral Line Loss I I I Lateral line friction loss is determined using the assumption that 314 of the Friction Loss I occurs in the first 113 of the lateral line E Total Lateral Length: 1200 feet # sprinklers on Lat.:I 2 I Frict. Loss at 113 lat. 5.64 feet Max. Lateral Loss:1 7.52 feet or 3.25 psi } I } Total Dynamic Head I I Sprinkler Pressure: 60 psi I Lateral Line Loss: 3.25 psi I Elevation head: 0 psi Mainline loss: 9.5 psi Suction head and lift.1 2.5 1 psi I I 1 5% fitting loss:) 3.8 1 psi I I I TOTAL(TDH) = 79.0 1 psi or I 182.4 feet I } I I Horsepower Required i I I Horsepower = Flowrate x TDH(feet) 13960 1 Pump effeciency I Pump Description:IB1.5TPM Pump Efficiency: l 74 % I I � Horsepower Req'd:1 10.1 Hp Page 2 Sheet7 Thrust Blocking 1 1 1 Thrust Block Area = Thrust 1 Soil Bearing Strength 1 Thrust: 1800 Ifeet J Soil Bearing Strength:) 1200 feet End Cap: 1.5 ft2 90 degree elbow: 2.11 ft2 Tee: 1.1 Ift2 ' 45 degree elbow: 1.1 Ift.2 1 I Pipe Pressure Rating Check � I - Pressure Rating of Pipe to be Used: 160 psi II Max. Pressure on system when running: 79.0 psi I II 1 70% of Pressure Rating: 1121psi I I If Max. Pressure on system is less than. 70% of Pressure Rating, OK 1 I I Net Positive Suction Head Check J I NPSHA: 1 21 1 NPSHR: 18 *from pump curve 1 I If NPSHA>NPSHR, OK I I Page 3 u.teul C-1. P,.tLN.. LD1018 - At-cp, Ma Lo 10 18 Nominal PL P" U, 3 500 I-P-ji-,: C.I. PaL m. M07298 (718U] u., x, &cc below DL, 6 S 161 Based on Fresh Viater P w F, S32401 ( 14, U) Maximum Working Prt=rt: 150 M .... . ...... .... .. ......... .. . . ....... t...... ..... r......... 0 ...... ..... ........... ..... ....... .......... 2 ... ....... U ........ . --T*-.:-,-"Yti ... .... ... ........... 225- '10 ..... ..... 60.. %. .. ... . . . . r.771S342307638 j Z. ..f0 -+A07236 S32401. ........... . Q z 74'rg!! 175� -LZ 6- [)iz; -17.' -HP) 4 - IK 15i"Dia: (5 HP) 125 0 50.. . .. ..... .. ...... ....... .. 251- i aL.— ............. ........... .... 0 50 100 ..... .. T-3457 A'A . . .... ...... ..... . 150 200 CAPACITY IN U.S. GALLONS PER mrp4U'rE 7] .0 2 d r N15 Ris F'i"o L�• rn IU �.In tiro �' u�^n���{{ ri.nu, llri •n In aunni]J N t,� r'�JI•� J.1�t�Z ,rf •�ir �o i'`��� i;•,"•�i ;,� Y;. (7 � • it n [•I� i as .I; in .,+JI-Ir�;���,n 25 - 'L .il, "'f•'-fin '�J� SIB �1g� o r : O M N In In ba .,� • n ]7 a.[;'•n, a'� J�1 � is n •,m n tJ ],a U7 7 v'n a a '� n 7Q�� • (7..I A [� ln'i•p Oait OOO p Y ppqr� N n I• `•].� ti Ins M n �- d r. °'uuU•N �'� d L V ` •in '' •i ai i a• [n i. nl i i S M` an M 4 1n p� O `.h }. In �'o p; en u M M l,. 0.1,. a 0 0 ]• • —�'—•' ,N m ur Li cl Cr Cra b d4 _ nL;a .niria IWn V C1-+ to In .n In In n'..'. i `� in n n _r c. lml .• In •: q :. In ,: Cj " �-' -);n fn T• yy • In ., 1+ .%41 1 U1 • M n N tl r�1 j• yni [ nit{{ ty:, �' Q'' pp Z.{ ivj `� `�:} ,,� !1! 11'' fTl 1 •I W^ n ro I r Jnto 1 F-16 u'w lr'Lr F "u. 1o`U ffln o8oa7• •':'; �i �u�In ml�,iu �• v y r �r1��:7 rJ• ^1¢71 '•9 rn !`!G!L•I C!Ao � T arti% MI y': 'f NNN 1N'N �S+ L] m ss,1ej� J�Lai .'I a alo�o�o ago n a N O. O V-N r.1lN /S C.1 o M O N p [f N [pil q �5:�•1! �1.. Ni.• -u o�..r i�•J�� a n• M r 1{ #• N NNN'�Jr.�"J,N 1! :+f ei kj u•', rinil�l�"i•, �V'.F JW'•'14�'U"�O D 1 u !.I � • •• "$ N L7 7: dC o�i an ll�l L1'n 1�N _{N,O Y Is m a'r I;1 ;'; J'•7 � Q� n$•a'.atioY, �' �� of 14 cl o-•rammm,my u o rn m m, ., n .Z •Z �. �I N rl a rc'r•I ii n NNN •rmm Lurl in 33 ct Q Nm NnJ }V,1JyN r p bO o N Irt O O r T IaNIA -r .m;a o i S R LJ N 'f11' N N N jJ p 4 Om.im LL1J 1pppj M'ua iM M'a In 'a I• a N:f� In In N M _� '1 W�10 m'V N i7 4J tt{ 1 lj •w m'Y [tl ` N V IY� w 77 i� w c, •u LpJ' NN O T� r i r -- I Ll a ]r Y� r.I„ n^ ,n m u: e^ 1• y7 �•, �,_ ' 1. w u I Y,u U N l ll '] ,• '.'rifY7tf`II _''•Cat Y!'• ;'!YR.tiC^ � �� r,\ O 5, LU F` r 7 • ^ ! Il ri r I - fjj [TI f llyf' W --•• '!F1 T IIn+ C!� } w I u to v b Ir { �ZS�, n o m•S: N •.$ m'�7ulmiss�%�I�� 1>s I�n,IlI"'a i,Nr1a{il•>„K1� p .r � t¢ t pmt,_1t Z r in �rl In �ii.� a m TI In �• O 7• Iv_tr I .: r ii I Diamond ASTM D-2241 iPS Pressure -Rated PVC Pipe pproximate Coupler Dimensions E A A O.D. C Size Gasket Race Socket Depth ' 2 3.166 4.500 ' 21/z 3.719 6.000 . 3 4.434 6.000 (/ 4 5.603 5.000 6 8.252 6.250 8 10.420 6.500 10 12.762 7.500 12 14.252 7.500 .0-2241 Pipe Dimensions Minimum WaN Thickness o 1785 SOA.1j5 SOR2r SDA25 SOR-�25 SOp.-I s.rt 00 Seh e0 315 asr 200 PSI Igo PSI 125 PSI s00 PS1 '840 -109 .062 ILK .113 060 t 1.315 .133 .063 1 Y." 1.660 -14o _079 054 056 ' 1.900 145 090 073 058 2 2.275 .154 113 091 073 2'-r" 2.875 203 137 110 088 2 3,500 .216 167 135 108 4 '- 4.500 .237 214 173 138 .110 5 5.563 .258 265 214 171 .136 6 6.625 .280 316 255 204 .162 8 8.625 -322 410 352 265 .210 ^ " 10.750 .365 51 1 4 13 331 .262 " 12.750 406 606 490 392 .311 lmond's IPS Pressure -Rated PVC; Pipe coupler ,,ze1s the requirements of ASTM D 3139. Diainozld Gasket Specifications 1. Gasket configuration locks gasket in place and prevents fishmouthing. 2. Chevron seal for added pressure sealing ca- pacity. 3. Compression seal - piovides a seal under vacuum. 4. Wiper beads to clean spigot end. D1ai-nond ASTM D2241 !PS Pressure -Rated PVC Pipe Rieber Gasketed Joint Dimensions S 10 r �""� !3 -�{ uwaK " Gv v 0 j4J] 0.01 T� -r----- A ■eu , o. I L o 0 I r C[r Pipe A 3 D Sizc Inserl suckct Disrrlctcr 3 •7 112 3 i /E 3- 4 5 1/4 j 7/iG 4 11=' 5 112 5 1 C_' 6- 5 6 7 13116 8- 5 1 6 718 10 119 10- 5 314 7 1r3 17 ]1_' 12- 6 8 I/4 14 I1110 Short .Corm SpccificnIion for Di:iinond PVC Irri,,ation Pi1)c ASTAl-D2241-SDR41,32.5,26.or21 Diamond PVC Irrigation Pipe shall 6c madc of cornpounUs conronniog l❑ ASTM D17o-t with a cell classification of 124548. Dia=rlund PVC Irrigation Pipe must nlccl all the dinlcnsiomsl, chemical, and physical Icquircmcnis :is outlined in ASTM D2241,-Anncx. AHSPASAI: S376.1. and SCS 430•DD, and will he supplicd nl iC fm)( laying 1cnEI11s. I IrIOUIrO (Or availa Ddrly pe FRICTION LOSS CHARTS FOR DIAMOND PIPE 1PS DIMENSION t p 4-inch 5-Inch 6-Inch 8-Inch 10-Inch Gallons Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET 150 1.11 160 1.26 170 1.41 180 1.57 190 1.73 200 1.90 220 2.28 .81 .34 .09 240 2.67 -95 .40 .10 250 3.10 1.10 .46 .12 280 3.56 1.26 .54 .14 300 4.04 1.43 .61 .17 320 4.56 1.62 .69 .19 340 5.10 1.82 .77 .21 360 5.67 2.02 -86 .24 ' 380 6.26 2.22 .95 .26 4 .26 .10 2.45 1.0 4Q0 6.90 420 2.69 1.14 .31 .10 440 2.92 1.25 .34 .11 460 3.18 . 1,35 37 .12 480 3.44. 1.46 .41 .14 500 3.70 1.58 .43 .15 550 1.89 .52 .18 600 2.22 .61 .21 0 2.58 .71 .24 65 650 2.96 .61 .28 0 3-36 .93 .32 75 750 3.78 1.04 .36 850 4.24 1.17 .40 900 - Table based on Hazen -Williams 4.71 1.30 .44 950 equation-Cw =-150 5.21 1.44 .49 1000 5.73 1.58 -54 1/ To find friction head loss in 1050 PVC pipe having a standard 1.73 .59 1100 dimension ratio other than 21, 1-88 .65 1150 the values in the table should 2.05 .70 82 76 1250 1200 be multiplied by the 2.21 82 2.39 - appropriate conversion the 2,57 88 1300 (F) shown below: 1350 2.76 .95 1400 2-95 1.01 1450 F21 PRl 3.16 1.08 150C 3.35 1.15 20 PPSl 1.0016Q0 160 PSI .91 1.30 1700 32.5 125 PSI .84 1.45 1800 41 100 PSI .785 1,62 1900 51 80 PSI .75 1.79 2000 64 63 PSI .71 1.97 12-Inch .060 .083 .096 .110 .125 .141 .158 .175 .194 .213 .233 .254 .276 .296 .322 .346 .371 .397 .423 .451 .508 .568 .632 .698 .767 640 Loss below bold tine indicates velocities in excess of 5 [eel per second. Velocities which exceed 5 feet per second are not recommended. be fabricated in almost any configuration. Some epoxy coated fitti�a, include stacks and hydrants as an integral part of the fitting. Occasionally it may be necessary to connect PVC plastic pipe to steel or CA pipe. This connection can be made with a coupling called a transition or repair coupling. In -line valves can be supplied with connections to gasket pipe. Thrust blocking is required for gasket pipe. Most thrust blocks will be concrete. Manufacturers recommended thrust blocks at any change in direction greater than 100. Figure I'gives an example of different arrangements for thrust blocks. Figure I. I im ->W-4:4 / rnejh;;E� Example of different arrangements for thrust blocks. Sim 0 Figure 2. Anchorage blocks for in -line valves. Table 1 is the forces encountered at end plugs. to calculate forces encountered at bends, tees and .ryes, multiply the figure in Table I by the factors given in Table 2. Table 1. Thrust V1 at End Plugs Thrust in lbs_ far test aressure in osi Pipe Diameter inches 100 PSI 150 PSI 200 PSI - 250 PSI 1z 295 440 590 740 2 - 455 680 910 1140 231 660 990 132'0 1650 3 985 1480 1970 2460 4 1820 2720 3630 4540 6 3740 5600 7460 9350 8 64-90- 9740 13, Oo0 16,200 ' 10 10,650 16,000 21,300 26,600 12 .15,150 22,700 30,200 37,800 14 20,600 30,800 41,100 51,400 16, 26,600 39,800 53,100 66,400 • -6- U 61- 1 e i Table 2.,._Factors -for Calculating Thrust 44 for i El bows and ' Tees . El. bows: 900 Tees = 0.70 L 600 = 1.00;, 450 = 0.76� 300 = . 0.52 22.5° Table 3 gives the safe bearing load for different soil types. Table 3. Safe Bearing Load Soil Mulch, peat and similar Soft Clay Sand Sand and gravel Sand and•gravel cemented with clay Hard shale r_1 b/ft2 0 1000 (r Z v 2000 r - 3oo0 4000 10,000 Thrust block area(ft2) _ lJ _ Thrust (Table 1 & Table 2) F Soil bearing strength (Table 3) In placing concrete thrust blocks, check with the manufacturer of the pipe being used to ensure that the correct size thrust blocks are being used. There are a number of machines that can be used to prepare the trench for PVC plastic pipe. Soil types, moisture content, depth of trench required and type and diameter of pipe must be considered. Generally chain trenches, wheel trenches,•backhoes, or vibrating plows will be used for trench preparation. The vibrating plow can only be used for solvent weld PVC pipe and generally is limited to the smaller diameter of pipe. Under most conditions the chain- trencher or wheel trencher will be faster than the backhoe. {here wide trenches for large pipe are required, the backhoe will be most satisfactory. If soil conditions permit, long stretches of open trench will expedite pipe installation. However., if rain is forecast the pipe should be installed and the trench backfilled. To avoid sharp turns in the line at obstructions, trenches should be curved within limits of curvature of the pipe. -7- INSTALLATION t Table 4. DFSCRIrnox oV F:l.tHF:01,li:Hi 7•IATEaIAL CLA.\-N11ICA1HIA\ Diamond Agricultural PVC Pipe should be. assembled and installed with uniform and continuous support from a firm base in accordance with the installation procedures provided in ASTM D2321, and the Installation Guide far PVC Water Pipe (a "pocket -sized" edition is availdble from your representative or from Diamond Plastics Corporation.) Embedment materials are to be in accordance with soil classifications listed under Unified Soil Classification System, ASTM D2487.and ASTM D2488. Te assemble, clean mating surfaces of the bell, spigot, and gasket. Apply gasket lubricant (furnished by Diamond Plastics Corporation) to the entire spigot end up to the reference mark. Also, apply lubricant to the contact surface of the gasl-Cl. With the pipe in straight alignment, push the spigot into the bell up to the insertion line. If a pry bar is used to apply force, the pipe should be protected by placing a board between the bar and the pipe. If normal force does not complete the joint, disassemble the joint and examine the parts to make cc,.ian they are free of obstructions. Visually inspect the completed joint to insure he gnske(has not been dislodged. Table S. APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE OF CO .MPACTION VERSUS EMBEDMENT CLASS AND METHOD OF PLACEMENT AS PERCENT OF STANDARD PROCTOR DEN'SiTY OR RELATIVE DENSITY, FUR GRANULAR MATERIALS IN PARENTHESIS — CLASS OF EMTSEDhiENT 1 11 Ill Iv M1wTER1A.L DESCRIPTSOH µrw(xsorvJ Gnr,uLv - Sard uq Gnrd µi.pl •Grain _Fine Grain M,iktr yls soih . ci x soils swill OCti,.,rn nw.uve fan+w nose 9.0 9.19 b]D L.n„ ♦ of dry �;LM Sal Cmnr,ds,— M[NR7 4 of Awte, (a R[lol;.f) Densi.r Rank Co„�5-:ergo-*rtvrper 93-ICo 93•IOD 9S•1co M107 col 0—Ir or P—bk La95 )0. VS t6 V} 75-90 .rh.,,[s 16C•731 tram) CwW,4;lc er tal.r.+.rn M95 Zvi it f Ka731 [raw] I ww'laic (ago [10.E[71 11 I land tsrnp (a LO ra7Q7 (a7} 1504A) 0.r...7 LGSO (a SO Ua xJ U) )I 1+0.001 f}f>h01 901E Tf11L OYSC[IlTIOC 111' Cl-L\y' TV I: IIATI:LIAL CLAM'ICATIUN a.n I sa,• u✓nr.fr, 1 ,n[rl✓, r•+•w . Y rL IN _ I In . k. IL_.,1......- tlrli.i n..nirlt L.:•{ ,rr+•+rl .�t.:Cs we ,.r. ✓ r•.r.r..J ,.r.. n r.•l. 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For good support, t13c haunching area Should be compacted to the densities given in th, Long Term Deflection Chart. Figure 2. [fLeV-drn.•rr.yn a.. r.vfr+.e Y. •••rl,-.Ir4' r rrl a4 to '—o"wl Lr..,l.' der. ' ` I%"nLy,-5",,."""" .Ti.. aftllr 110, narJHY n hn .ri•r•••n ..).:E !a ik,.i. •K Af. J ,Irrr. ."l 0—W Ic 6.r Lntid t•T d. fn[•••r�i I.r ,1.'t �fn N00��7 1 ao1s I i `*O 77 Ar 4. FA \`e` S 3 � _ a c a H N T Q oy 41000 1 1 sir r CA Li pry , M •OQg qy9 b S pt5 ��---� us i cv f rf r L �'�4� �• I 3.00,flE.6S N 1 15'}6f bb MCI � Sb M b66` v� s0$z.4 �ssb to N o c NI Na 1 gs5p M' — o �" mcn r 1 1 -41 1 I ,ao'Ssv � 3 .00.OWS N 5' f 61 Co �o a 1 bb 41 s f a� �9 p N � S6 p OI / ISO es.z ON e� 19 z oz State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director January 11, 1999 Mr. Lawrence Parks L. L. Parks Livestock Incorporated 554 Hayes Chapel Road Rose Hill, North Carolina 28458 Dear Mr. Parks: '�nj 071 NCDENR NORTH CAROL-INA DEPARTMENT OF ENVIRONMENT AND NATURAL REsouRCEs Subject: Permit No. WQ0015030 L. L. Parks Livestock Inc. Delway Site Spray Irrigation System Sampson County In accordance with your application received February 26, 1998, we are forwarding herewith Permit No. WQ0015030, dated January 11, 1999, to L. L. Parks Livestock Inc. for the continued operation of the subject wastewater treatment and spray irrigation facilities. This permit shall be effective from the date of issuance until December 31, 2004 and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. One set of approved plans and specifications is being forwarded toyou. If you need additional information concerning this matter, please contact Mr. Mark Craig at (919) 73130083 extension 362. cc: Sampson County Health Department Agriment Services, Inc. Mr. Herbert G. Fox, Jr., P. E. Fayetteville Regional Office, Water Quality Section Fayetteville Regional Office, Groundwater Section Mr. Bob Cheek, Groundwater Section, Central Office Technical Assistance and Certification Unit Non -Discharge Compliance/Enforcement Unit PO Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Sincere , P. Preston Howard, Jr., P.E. Telephone (919) 733-5083 Fax (919) 733-0719 50% recycled/10% post -consumer paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SPRAY IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO L. L. Parks Livestock Inc. Sampson County FOR TIIE continued operation of a 6,851 GPD spray irrigation treatment and disposal facility consisting of two anaerobic treatment lagoons totaling 5,314,375 gallons, a traveling gun irrigation system consisting of a 260 GPM nozzle with a 270 degree wetted arc, and three application fields of 283,141 square feet, 784,083 square feet and 121,968 square feet to serve L. L. Parks Livestock Incorporated, with no discharge of wastes to the surface waters, pursuant to the application received February 26, 1998, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until November 31, 2004 and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 3. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. The following buffers shall be maintained: a) 400 feet between wetted area and any residence or places of public assembly under separate ownership, b) 150 feet between wetted area and property lines, c) 100 feet between wetted area and wells, d) 100 feet between wetted area and drainageways or surface water bodies, e) 50 feet between wetted area and public right of ways, f) 100 feet between wastewater treatment units and wells, and g) 50 feet between wastewater treatment units and property lines. Some of the buffers specified above may not have been included in previous permits for this waste treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which are required by the Division, to improve performance of the existing treatment facility. These buffers do, however, apply to modifications of the treatment and disposal facilities which are for the purpose of increasing the flow that is tributary to the facility. These buffers do apply to any expansion or modification of the spray irrigation areas and apply in instances in which the sale of property would cause any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is advised that any modifications to the existing facilities will require a permit modification. H. OPERATION AND MAINTENANCE REQUIREMENTS I. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the facility by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of 15A NCAC 8A .0202. Once the facility is classified, the Permittee must submit a letter to the WPCSOCC which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. 3. A suitable year round vegetative cover shall be maintained. 4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 5. Adequate measures shall be taken to prevent wastewater runoff from the spray field. 6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. 7. The application rate shall not exceed a cumulative loading of 36.5 inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.6 inches per hour and 0.72 inches per event. Nitrogen loadings , cropping scheme, and application windows provided in the submitted Waste Utilization Plan (WUP) shall be adhered to. Any modification to the WUP shall be approved by the Division.. 8. No type of wastewater other than that from L. L. Parks Livestock Incorporated shall be sprayed onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. 11. Freeboard in the lagoons shall not be less than two feet at any time. III. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b. volume of wastewater irrigated, c. held irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. weather conditions, and g. maintenance of cover crops. 3. The effluent from the subject facilities shall be monitored by thePermittee at the point prior to irrigation quarterly for the following parameters: BOD5 Nitrate n TKN pH NH3 as N Sodium§ Magnesium§ Calcium§ Total P Sodium Adsorption Ratio by Calculation§ 4. Three (3) copies of all operation and disposal records (as specified in condition I11 2) on Form NDAR-1 shall be submitted on or before the last day of the following month. Three (3) copies of all effluent monitoring data (as specified in condition III 3) on Form NDMR-1 shall be submitted on or before the last day of each quarter. All information shall be submitted to the following address: NC Division of Water Quality Water Quality Section Non -Discharge Compliance/Enforcement Unit Post Office Box 29535 Raleigh, North Carolina 27626-0535 3 5. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each spray field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Calcium Copper Magnesium Cation Exchange Capacity 6. Noncompliance Notification: Manganese Potassium Percent Humic Matter Sodium pH Zinc Phosphorus Base Saturation (by calculation) The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 486-1541, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. IV. GROUNDWATER REQUIREMENTS 1. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1). In accordance with I SA NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require remediation action on the part of the permittee. 4 No land application of waste activities shall be undertaken when the seasonal high water table is less than three feet below land surface. V. INSPECTIONS Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 5. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4). The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein., and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Permit issued this the e;levcnth day of January, 1999 NORTH CAOLINA ENVIWNMEN AL MANAGEMENT COMMISSION if A. Preston Howard, Jr., P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0015030 EPK Z EP K L _ N 10'21WWW Y 49 94' Za EPK u� L2 � N 19'592r 7.a 203.2a la E.P K jJ 47 E.P.K "ELD Na 3 { 6.5 ACRES 41 SPRAYING AREA 1 �1 1 E.P.K. U1\�x TRAILER S. R. No. 1139 1 (HAYES CHAPEL ROAD) EPK -W4OF5-R N. CHAPEL ROACI OVER OFA 18 "CONCRETE PI NOTES 1 D- EK 1192, PAGE S31 AND A PCRT€ON OF O. BK- 7a1. PG. Bat. 2- LINES FROM CORNER No 49 TO CORNER the 3AND FROM CORNER NO 7TO CORNER No 51 WERE PLOTTED FROM D BK rill? PG. $30 4WD NOT FROM ANACTULSURVEY- SLOPE s� FIELD No. 2 1&0 ACRES 's SPRAYING AREA 1 S'� TRA9.ER 11 NOW OR FORMERLY H. 0. MERRIT7 D. BK 3". PG 440 WASH ✓/��BUILDING DRAINAGE \ DITCH \ LAGOON \? \ % T �� \� LKISUNILDINO LAGOON BLOCK p BUILDING 7 E.I.S. 6 FIELD No 1 2.8ACRES SPRAYING AREA )E13. ARTHUR LEE BOYETTE D 8K-107%. PG 700 7o E.L5. \ AUBREY R. MOORE AND WIFE LOUISE M. MOORE EIS 0. EK 7a1, PG. 622 6T14 VICINVTY MAP NOTTO 5CALEI 1, WIIIamG.Moore,oertirythatihismapwasdrawnundeirny supemslon trom an actual survey made under my suvervlsion that deeds used far this survey are shown by Book and Page number in note number one an this map, that the bourdanes not surveyed are teary indicated as shown by Book and Page number in note number two on this map that the 1 LEGEND: ratio or precision as calculated is 1 : 5.000+, that this map was made m accordance with G.S 47-30 as amended. Wdness my original signature. 1 $$ �� PROPERTY LINE CIVISION LINES regr4trahon number and seal this tle of Sso�cbc�re 199A- i y I $1 1 h AUBREY R. MOORE AND WIFE --ADJOINING OR EXTENDED PROPERTY LINES TRIGLIT OPOCr WAy iiNE5 DROUTLfNE OF DE1AlL. TON q� �1, y LOUISE M. MOORE D 8R 761, PG. fiO2 PjP'PWCAL ��" IRON PIPE CR IRON $TAKE { TOP BURIED I IRON PPE OR IRON STAKE( TOPABOVE GRI CONCRETE MONUMENT t TOP FILMED) �GISTEp_(` ref, � SEAL q CONCRETE MONUMENT [ TOP ABOVE GROu L-2639 ' A This survey s Ilxaied In such portion of a county Or munlC "I "Illy 1 Et& EXISTING IRON PIPE � egi5tratfan Number that is unregulated as to an ordinance that regulates parcels of land; � E LS. ]RON T IRON STAKE I S.S. IRON STAKE SET � � O �� N�'1"G. // 1 f fiGL�'A �1,-e'�r 5• \ E.C.M EISTING CONCRETE MOMAaENT u q CONCRETE MONUMENT SET .r'� Registered Land SNrveyef pate \ SURVEY FOR FIGURE 2 State of North C+aarolins �tl of L. L. PARKS LIVESTOCK, INC. L.L. PARRS LIVESTOCF deer of County, Rh SPRAY IRRIGATION FACIL this certify Nat the map oPlat a which this cerStfiwtion Is aPf�zetl meets all statutory requaements for recotdalg. TAYLOR$ 8RIOGE TOWNSHIP, SAMPSON COUNTY, NORTH CAROLINA SAMPSON COUNTY GRAPHIC SCALE-1 W.H • 2M FEET (�Dale WQ0015030 GW98034 E"T evlew NRr — -- 100 soo aoDAIL SITE TAIL MAP