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HomeMy WebLinkAboutWQ0014785_Final Permit_20160927Water Resources ENVIRONMENTAL QUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director September 27, 2016 EDWIN W. CAUSEY — COUNTY MANAGER SAMPSON COUNTY 406 COUNTY COMPLEX ROAD BUILDING C — SUITE 110 CLINTON, NORTH CAROLINA 28328 Dear Mr. Causey: Subject: Permit No. WQ0014785 Midway Middle School Wastewater Irrigation System Sampson County In accordance with your permit renewal request received July 12, 2016, we are forwarding herewith Permit No. WQ0014785 dated September 27, 2016, to Sampson County for the continued operation of the subject wastewater treatment and irrigation facilities. Please note that this renewed permit shall become effective on January 1, 2017 (i.e. the day after the expiration date of the existing permit). Please note that the name of the Permittee has been changed from Sampson County Board of Education to Sampson County. This permit shall be effective from January 1, 2017 until December 31, 2021, shall void Permit No. WQ0014785 issued January 8, 2008, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C, 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. Please note the following permit conditions have been removed since the last permit issuance dated January 8, 2008: ➢ Old Condition IV.& —This condition refers to the initial sampling of the monitor wells. Please note the following permit conditions are new since the last permit issuance dated January 8, 2008: ➢ Condition II.11. — This condition requires an easement under certain circumstances. ➢ Condition N.8. — This condition requires a record of all residuals removed from the facility. ➢ Condition IV.9. — This condition requires keeping a maintenance log of the facility operations. ➢ Condition VI.8. — This condition allows modification or revocation of the permit in certain situations. State of North Carolina � Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail Service Center j Raleigh, North Carolina 27699-1617 919 807 6464 Mr. Edwin W. Causey September 27, 2016 Page 2 of 2 ➢ Condition VI.9. — This condition prohibits expansion of the facility under certain circumstances. ➢ Attachment A — The parameters of Chloride, Total Nitrogen, Total Phosphorous, and Total Dissolved Solids have been added to the effluent monitoring program. The sampling frequency has also been reduced from 4 x Year to 3 x Year. ➢ Attachment B — The acreages of the application areas have been corrected from 0.87 acres/field to 0.435 acres per field. ➢ Attachment C — The parameter of Total Phosphorous has been added to the groundwater monitoring program. If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and fled 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 David Goodrich at (919) 807-6352 or david.goodrichkncdenr.gov. Sincerely, S. Jay Zimmerman, P.G., Director Division of Water Resources cc: Sampson County Health Department (Electronic Copy) Dr. Eric Bracy, Superintendent (Electronic Copy) (ebrac a,sampson.kI2.nc.us) Fayetteville Regional Office, Water Quality Regional Operations Section (Electronic Copy) Digital Permit Archive (Electronic Copy) Central Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENTAL QUALITY R;0-1.[13:1 WASTEWATER 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 Sampson County Sampson County FOR THE continued operation of a 10,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of: approximately 470 linear feet (LF) of 8-inch gravity sewer; a 90 gallon per minute (GPM) pump station with dual pumps, high water alarms, telemetry system, and approximately 1,480 LF of force main; a manually cleaned bar screen; a 1.2 million gallon (MG) synthetically lined stabilization/storage lagoon; two 100 GPM irrigation pumps; disc filters; a flow meter; ultraviolet (UV) disinfection; 3.48 acre drip irrigation area consisting of eight zones; and all associated piping, valves, controls and appurtenances to serve Midway Middle School, with no discharge of wastes to surface waters, pursuant to the application received July 12, 2016, and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. This permit shall be effective from January 1, 2017 until December 31, 2021, shall void Permit No. WQ0014785 issued January 8, 2008, and shall be subject to the following specified conditions and limitations: L SCHEDULES 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. [15A NCAC 02T .0105(d), 02T .0106, 02T .0109, 02T .0115(c)] WQ0014785 Version 4.0 Shell Version 151201 Page 1 of 9 H. 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. [G.S. 143- 215.1, 143-213.3(a)] 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this facility. [15A NCAC 02B .0200, 02L .0100] 3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C ,0108] 4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities in accordance with 15A NCAC 02T .0400. If an individual permit is not required, the following performance criteria shall be met: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of groundwater or surface water standards. b. A map of the sewer system shall be developed and actively maintained. c. An operation and maintenance plan shall be developed, implemented and maintained. d. Pump stations not connected to a telemetry system shall be inspected every day (i.e., 365 days per year). Pump stations connected to a telemetry system shall be inspected at least once per week. e. High -priority sewers shall be inspected at least once every six months. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the Fayetteville Regional Office in accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required per North Carolina General Statute § 143-215.1 C. h. A grease control program shall be developed, implemented and maintained. i. Right-of-ways and easements shall be maintained. Inspection and maintenance records for Conditions IIA.a. through 11.4.i. shall be maintained for a period of at least three years, except for Conditions 11.4.b. and II.4.c., which shall be maintained for the life of the system. [15A NCAC 02T .0403] 5. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T .0108(b)(1), 02T .0505(b)] 6. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. [15A NCAC 02T .0505(c), 02T .0505(n)] 7. 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. [15A NCAC 02L A 106(d)(2), 02L .0107(b)] WQ0014785 Version 4.0 Shell Version 151201 Page 2 of 9 8. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the compliance boundary and the effluent disposal area. Any excecdance of groundwater standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L .0106, 02L .0108] 9. 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. [15A NCAC 02L .0107(c)] 10. 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). [15A NCAC 02L .0107] 11. 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 Permittee 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. [ 15A NCAC 02L .0107(f)] 12. 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: 100 ii. Drainage ways or surface water bodies: 50 iii. Any well with exception of monitoring wells: 100 iv. Any property line: 50 v. Public right of way: 50 [15A NCAC 02H .02190)] 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: ii. Any property line: [15ANCAC 02H .02190)] 100 50 WQ0014785 Version 4.0 Shell Version 151201 Page 3 of 9 1I1. OPERATION AND MAINTENANCE REOUIREMENTS I . 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, which at a minimum shall include operational functions, maintenance schedules, safety measures and a spill response plan. [15A NCAC 02T .0507] 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. [ 15A NCAC 02T .0117] 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. [ 15A NCAC 02T .0108(b)(1)] 4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed in Attachment B. [15A NCAC 02T .0108(b)(1)] 5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)] 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. [15A NCAC 02T .0108(b)(1)] 7. Only effluent from the Midway Middle School shall be irrigated on the sites listed in Attachment B. [G.S. 143-215.11 8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)] 9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. [ 15A NCAC 02T .0505(q)] 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. [15A NCAC 02T .0508, 02T .1100] 11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. [15A NCAC 02T .05050)] 12. Freeboard in the 1.2 million gallon (MG) synthetically lined stabilization/storage lagoon shall not be less than two feet at anytime. [15A NCAC 02T .0505(d)] 13. A gauge to monitor waste levels in the 1.2 million gallon (MG) synthetically lined stabilization/storage lagoon shall be provided. This gauge 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. [ 15A NCAC 02T .0108(b)(1)] WQ0014785 Version 4.0 Shell Version 151201 Page 4 of 9 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. [15A NCAC 02T .0108(b)(1)] 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. [15A NCAC 02T .0108(c)] 2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent, groundwater or surface water parameters. [15A NCAC 02H .0800] 3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be reported on Form NDMR. The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy and reliability of flow measurement consistent with accepted engineering and scientific practices. Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year; and maintained to ensure the accuracy of measurements is consistent with the selected device's accepted capability. The Permittee shall maintain records of flow measurement device calibration on file for a period of at least five years. At a minimum, documentation shall include: a. Date of flow measurement device calibration, b. Name of person performing calibration, and c. Percent from true flow. [ 15A NCAC 02T .0105(k)] 4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for the parameters specified in Attachment A. [15A NCAC 02T .0108(c)] 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; f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B; g. Weather conditions; h. Maintenance of cover crops; and i. Groundwater levels monthly during November, December, January, February, March, and April. [15A NCAC 02T .0108(c)] 6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 1.2 million gallon (MG) synthetically lined stab ilization/storage lagoon 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. [15A NCAC 02T .0108(c)] WQ0014785 Version 4.0 Shell Version 151201 Page 5 of 9 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 [I5A NCAC 02T .0105(1)] 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. [15ANCAC 02T .0108(b)(1)] 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. Date of calibration of flow measurement device; b. Visual observations of the plant and plant site; and c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections and cleanings, etc.). [I5A NCAC 02T ,OI08(b)(1)] 10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment C. All mapping, well construction forms, well ,abandonment forms and monitoring g data shall refer to the permit number and the well nomenclature as provided in Attachment C and Figure 2. [15A NCAC 02T .0105(m)] 11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last working day of the month following the sampling month. The Compliance Monitoring Form (GW-59) shall include this permit number, the appropriate well identification number, and one GW-59a certification form shall be submitted with each set of sampling results. 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 [ 15A NCAC 02T .0105(m)] WQ0014785 Version 4.0 Shell Version 151201 Page 6 of 9 12. 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 [15A NCAC 02T .0I08(c)] 13. Noncompliance 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. Treatment of wastes 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 betaken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)] WQ0014785 Version 4.0 Shell Version 151201 Page 7 of 9 V. INSPECTIONS 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the wastewater treatment and irrigation facilities. [ 15A NCAC 02T .0108(b)] 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. [15A NCAC 02T .0108(b)] 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 permitted 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 Ieachate samples. [G.S. 143-21.5.3(a)(2)] 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. [G.S. 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. [15A NCAC 02T .0110] 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). [G.S. 143-21.5.1 ] 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 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. [15A NCAC 02T .0105(c)(6)] 5. In the event the permitted facilities change ownership or the Permittee 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. [ 15A NCAC 02T .0104] 6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities permitted herein. [15A NCAC 02T .0108(b)(1)] 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. [15A NCAC 02T .01050)] WQ0014785 Version 4.0 Shell Version 151201 Page 8 of 9 8. This 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. [ 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). [15A NCAC 02T .0120] 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. [15A NCAC 02T .0105(e)(3)] Permit issued this the 27`h day of September 2016 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Z4:�� "D. S�e� - S. Jay Zimmerman, P.G., Director Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0014785 WQ0014785 Version 4.0 Shell Version 151201 Page 9 of 9 THIS PAGE BLANK ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— WWTF Effluent Permit Number: WQ0014785 Version: 4.0 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCS parameter Description p Units of Measure Monthly Average Monthly Geometric Mean DailMinimum y ©allMaximum DailyMaximum Measurement Frequency Sample Type 00310 BOD, 5-Day (20 °C) mg/L 3 x Year Grab 00940 Chloride (as Cl) mg/L Annually z Grab 31616 Coliform, Fecal MF, M-FC Broth, 44.5 °C 41100 mL 3 x Year Grab 50050 Flow, in Conduit or thru Treatment Plant GPD 10,000 Continuous Recorder 00610 Nitrogen, Ammonia Total (as N) mg/L 3 x Year Grab 00625 Nitrogen, Kjeldahl, Total (as N) mg/L 3 x Year Grab 00620 Nitrogen, Nitrate Total (as N) mg/L 3 x Year Grab 00600 Nitrogen, Total (as N) mg/L 3 x Year Grab 00400 pH su Per Event Grab 00665 Phosphorus, Total (as P) mg/L 3 x Year Grab 70300 Solids, Total Dissolved — 180 °C mg/L Annually 3 Grab 00530 Solids, Total Suspended mg/L 3 x Year Grab 1. 3 x Year sampling shall be conducted in March, July and November. 2. Annual monitoring shall be conducted in November. 3. Per Event sampling shall be conducted per each irrigation event, but shall not exceed 5 x Week. WQ0014785 Version 4.0 Attachment A Page 1 of 1 THIS PAGE BLANK ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Sampson County — Midway Middle School Permit Number: WQ0014785 Version: 4.0 IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS Field Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter Hourly Rate Yearly Max Units I Sampson County Sampson 35.167159' -78.528623' 0.435 Norfolk (NoA) 01284 —Non-Discharge Application Rate 0.16 39 inches 2 Sampson County Sampson 35.1668101 -78,5286910 0.435 Norfolk (NoA) 01284 —Non-Discharge Application Rate 0.16 39 nches 3 Sampson County Sampson 35.166676' -78.528880' 0.435 Norfolk (NoA) 01284 —Non-Discharge Application Rate 0.16 39 inches 4 Sampson County Sampson 35.166536' -78,529069' 0.435 Norfolk (NoA) 01284 —Non-Discharge Application Rate 0.16 39 inches 5 Sampson County Sampson 35.167216' -78.529466' 0.435 Norfolk (NoA) 0 1284 — Non -Discharge Application Rate 0.16 39 inches 6 Sampson County Sampson 35.167289° -78.529261' 0.435 Norfolk (NoA) 01284 — Non -Discharge Application Rate 0.16 39 inches 7 Sampson County Sampson 35.167585° -78.529251 ° 0.435 Norfolk (NoA) 01284 — Non -Discharge Application Rate 0.16 39 inches 8 Sampson County Sampson 35,168125' -78.529992' 0A35 Norfolk (NoA) 01284 — Non -Discharge Application Rate 0.16 39 inches Totals 3.48 WQ0014785 Version 4.0 Attachment B Page 1 of 1 THIS PAGE BLANK ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Monitoring wells: MW-1 and MW-2 Permit Number: WQ0014785 Version: 4.0 GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS PCS Code Parameter Description Daily Maximum Frequency Measurement Sample Type Footnotes 00680 Carbon, Tot Organic (TOC) mg/L Annually Grab 1, 6, 7 00940 Chloride (as Cl) 250 mg/L Annually Grab 1,7 31616 Coliform, Fecal MF, M-FC Broth, 44.5 °C #/100 mL Annually Grab 1,7 00610 Nitrogen, Ammonia Total (as N) 1.5 mg/L Annually Grab 1,7 00620 Nitrogen, Nitrate Total (as N) 10 mg/L Annually Grab 1,7 00400 pH 6.5-8.5 su Annually Grab 1, 2, 7 00665 Phosphorus, Total (as P) mg/L Annually Grab 1,7 70300 Solids, Total Dissolved - 180 °C 500 mg/L Annually Grab 1, 7 GWVOC Volatile Compounds (GC/MS) Present: Yes/No Annually Grab 1, 4, 5, 7 82546 Water Level, Distance from measuring point feet Annually Calculated 1, 2, 3, 7 1. Annual monitoring shall be conducted every November. 2. The measurement of water levels shall be made prior to purging the wells, The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining parameters. 3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum. 4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods: a. Standard Method 6230D, PQL at 0.5 µg/L or less b. Standard Method 621 OD, PQL at 0.5 µg/L or less c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L, or less e. Another method with prior approval by the Water Quality Permitting Section Chief 5. 6. Any method used must meet the following qualifications: a. A laboratory must be DWR certified to run any method used. b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Fayetteville Regional Office supervisor, telephone number (910) 433-3300, must be contacted immediately for further instructions regarding any additional follow-up analyses required. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 2 and this attachment. WQ0014785 Version 4.0 Attachment C Page 1 of 1 t i16074 tt is 1 • « — -, r 205 y /r — 1002 G • : Ce M1 `i hem 1456 14)3\ 1 I r Roberts Grove pr J u 1 t l l- � s 13 _. e 79 . rr' Union Hill � Ch — Ce19 r� t � Cemc• t� 1 J 14.77 � \vim �i U l``' III I + '. } Y J r= a Q Cem,. 17.5 _ 7 r � ram= �! �--' --, ,I ' �. ✓, i l em 1 r _ i yll7�` ,- 1469 em /` s 1 j ice— .% _ >, --i• I89'. 134 -Cem~. ` -� o;Cem4&S T 1466 !73` 147i 150 1470 Old FIGURE 1 �) (- ':1• \..,�'` .�', 4I - SAMPSON COUNTY MIDWAY MIDDLE SCHOOL lb02 l;;— +a ` WASTEWATER SURFACE IRRIGATION SYSTEM '1451• 1 „ `SAMPSON COUNTY \y I `^••• /%� ---- 1� \ SITE LOCATION MAP 1, 3 or M W V.—A.."I of Ed.—EL— wq SCALE : r -, IOU, FIGURE 2 SAMPSON COUNTY MIDWAY MIDDLE SCHOOL WASTEWATER SURFACE IRRIGATION SYSTEM SAMPSON COUNTY WQ0014785 SITE DETAIL MAP State of North Carolina Division of Water Resources Water Quality. Regional ®perations Section Environmental Staff Report Quality To: ❑ NPDES Unit ® Non-Dischar eg_Unit . Attn: Dave Goodrich From: Jim Barber Clioose an item: Fayetteville Regional Office Application.No.:. WQ0014785 Facility name: Midway Middle School Note: This form has been adapted from the non -discharge facility acility staff report to document the review of both non - discharge and NPDES permit applications and/or renewals. Please complete all sections as they are applicable. 4 I. GENERAL AND SITE VISIT INFORMATION 1. Was a site visit conducted? ® Yes or ❑ No a. Date of site visit: 05%25/16 and 06/01/16 b. Site visit conducted by: Jim Barber and Tony Honeycutt c. Inspection report attached? ❑ Yes or ® No (see Tony Honeycutt annual inspection in BRAS) d. Person contacted: Robert Carrol and their contact information: (910) 385 - 6116 ext.. e. Driving directions: From Fayetteville drive east on Hwy 24 to Roseboro. Turn left onto Hwy 242 and drive to the intersection with Hwv 421. Tumileft and drive annrox. 1.50 miles and turn left onto Straw Pond School Rd. Drive approx. 3.50 miles and the lagoon with drip irrigation field is on the right. 2. Discharge Point(s): Latitude: 35.167226 Longitude:-78.529256.(approx. center of drip zones) Latitude: 35.166275 Longitude:-78.527892(entrance to pump house & lagoon) 3. Receiving stream -or affected surface waters: Classification: C — Sw River Basin and Subbasin No. 18-68-1-17-4-(2) Describe receiving stream features and pertinent downstream uses: Surface water in the area of the spray field and lagoon flow to Caesar Swamp, which flows to and becomes Little Coharie Creek, which flows toy Great Coharie Creek that connects with Six Runs Creek to form the Black River in southern Sampson County. H. PROPOSED FACILITIES: NEW APPLICATIONS 1. Facility Classification: (Please attach completed rating sheet to be attached to issued permit) Proposed flow: Current permitted flow: 2. Are the new treatment facilities adequate for the type of waste and disposal system? ❑ Yes or ❑ No If no, explain: 3. Are, site conditions (soils, depth to water table, etc) consistent with the submitted reports? ❑. Yes ❑ No ❑ N/A If no, please explain: FORM: WQROSSR 04-14 Page 1 of 6 4. Do the plans and site map represent the actual site (property lines, wells, etc.)? ❑ Yes ❑ No ❑ N/A - If no, please explain: 5. Is the proposed residuals management plan adequate? ❑ Yes ❑ No ❑ N/A If no, please explain: 6. Are the proposed application rates (e.g., hydraulic, nutrient) acceptable? -❑ Yes_❑ No ❑ N/A \If no, please explain: 7. Are there any setback conflicts for proposed treatment, storage and disposal sites? ❑ Yes or ❑ No If yes, attach a'map showing conflict areas. 8. Is the proposed or existing groundwater monitoring program adequate? ❑ Yes ❑ No ❑ N/A If no, explain and recommend any changes to the groundwater monitoring program: 9. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites with restrictions (Certification B) I Describe the residuals handling and utilization scheme: 10. Possible toxic impacts to surface waters: 11. Pretreatment Program (POTWs only):. III. EXISTING FACILITIES: MODIIF'ICATION AND RENEWAL APPLICATIONS 1. Are there appropriately certified Operators in Charge (ORCs) for the facility? Z Yes ❑ No ❑ N/A ORC: Robert Carrol Certificate #: SI/26341 Backup ORC: John Gilmore Certificate #: SI/27007 2.. Are the design, maintenance and operation of the treatment facilities adequate for the type of waste and disposal system?, Z Yes or ❑ No If no, please explain: Description of existing facilities: Drip Irrigation system with a HDPE lined facultative lagoon. Proposed flow: 10,000 GPD (0.01 MGD) Current permitted flow: 10,000 GPD (0.01 MGD) Explain anything observed` during the site visit that needs to be addressed by the permit, or that may be important for the permit writer to know (i.e., equipment condition, function, maintenance, a change in facility ownership, etc.). DWR assisted the ORC for Midway Middle in performing a lagoon sludge survey on 1 June 2016.and performed a lagoon elevation survey to determine the accuracy -of the lagoon freeboard marker and assist the ORC with setting up a measuring point on the manhole wet well prior to the pump station for measuring freeboard in the future. See, attached copies of the sludge survey and elevation survey. 3. Are the site conditions (e.g., soils, topography, depth to water table, etc) maintained appropriately and adequately assimilating the waste? ® Yes or ❑ No If no, please explain: .4. Has the site changed in any way that may affect the permit (e.g., drainage added, new wells inside the compliance boundary, new development, etc.)? ❑ Yes or ® No If yes, please explain: 5. Is the residuals management plan adequate? ® Yes or ❑ No If no, please explain: See comment to item 2 above. The ORC doesn't have a set of as -built drawings for the lagoon. Based on the design drawings (see attached cross section"•with sludge survey), the intake pipe to the wet.well is Approx. 1' from the lagoon bottom. The thickness of sludge surveyed at the intake pioe to the wet well was approx. 11. When the ORC backwashes the filters and pumps from the wet well at a higher rate than irrigation; sludge is pulled in and flow is decreased. The plan is to have a septage pumper remove sludge from the lagoon and transport to the City of Clinton WWTP for disposal. No land application is anticipated at this time. 6. Are the existing application rates (e.g., hydraulic,, nutrient) still acceptable? ® Yes or ❑ No If no, please explain: FORM: WQROSSR 04-14 Page 2 of 6 7. Is the existing groundwater monitoring program adequate? ® Yes ❑ No ❑ N/A If no, explain and recommend any changes to the groundwater monitoring program: 8. Are there any setback conflicts for existing treatment, storage and disposal.siteO ❑ Yes or M No If yes, attach a map showing conflict areas. The facility utilizes drip irrigation which requires a 100' buffer to residences. The current design has a 200' setback from the residence across Straw Pond, School road. ; 9. Is the description of the facilities as written in the existing permit correct? ❑ Yes or ® No If no, please explain: The attachment B is incorrect for zone acreage. Each zone should be 0.435 acres in size and not-0.87 acres as listed. When using the Sampson County GIS mapping tool to trace each zone, all zones fall within the range of 0.41 to 0.44'acres. In reading the site description on page 1 of the permit; the total square footage for the facility'is 151,530 W divided into eight (8) zones. Take 151,530/8=18,941.25 ft2/43560=0.435ac. Each zone in the Attachment B needs -to be.corrected to 0.435 acres: The ORC is using the correct total acreage when reporting application events as 3.47 total acres. The ORC reports the facility as one field. The FRO will provide technical assistance to the ORC so he will understand that he needs to report monthly application rates per zone. 10. Were monitoring wells properly constructed and located? ® Yes ❑ No ❑ N/A If no; please explain:: Monitoring.wells that are shown on the site map that is part of the current permit is incorrect. As indicated on the map supplied with this staff report is the correct labelinj of the two wellsar_ the site. NM-1 is actually the down gradient well and AM-2 is the back ground well. During my site visit for this staff report; it -was observed -that the wells, are numbered as addressed. - Even though the well identification in the permit is incorrect and the wells installed during the site evaluation/design phase back in the late 19901s, the reported values for nitrate are very similar and well under the groundwater standards (see copies of the attached spreadsheets for the last five years): Review of the GW-59 reports for .the last five years indicate.very low nitrate values (all below 2.50 mg/p in both wells. Although AM-1 is relatively close to the drip irrigation lines (approx. 30' to 40'); the predominant soil type is Norfolk, which is a fine sandy soil with- some silt. At depth the. silt fraction increases, but is uniform from ground surface to approx.. 20'. Based on the low irrigation rate and the Predominant activity surrounding Midway Middle School being agriculture (tobacco was across the road this growing season); the nitrate levels are very low and additional wells are not recommended at this time. FORM: WQROSSR 04-14 Page 3 of 6 11. Are the monitoring well coordinates correct in BIMS? ❑ Yes ❑ No ❑ N/A If no. please complete the following (expand table if necessarvl: Monitoring Well Latitude Longitude MW-1 35.1664690 -78.5293180 MW-2 35.1677150 -78.5290480 ' " . O I /I _ O 1 1 it O I it O -I 11 O 1 11 O I II 12. Has a review of all self -monitoring data been conducted (e.g., DMR, NDMR, NDAR, GW)? ® Yes or ❑ No Please summarize any findings resulting from this review: 'See comment #10 on page3 for groundwater. To Honevcutt has reviewed the NDMR and NDAR reports. Floating totals are fine and application rates for bermuda are well below the allowable Realistic Yield Expectation (R.Y.E.) of 299 lbs/ae/year. Provide input to help the permit writer evaluate any requests for reduced monitoring, -if applicable.. 13. Are there any permit changes needed in order to address ongoing BIMS violations? ❑ Yes or ® No If yes, please explain: 14. Check all that apply: ® No compliance issues ❑ Notice(s) of violation ❑ Current enforcement action(s) ❑ Currently under JOC ❑ Currently under SOC ❑ Currently under moratorium Please explain and attach any documents that may help clarify answer/comments (Le., NOV, NOD, etc.) If the facility has had compliance problems during the permit cycle, please explain the status. Has the RO been working with the Permittee? Is a solution underway or in place? Have all compliance dates/conditions in the existing permit been satisfied? ❑ Yes ❑ No ® N/A If no, please explain: 15. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑ Yes ®No❑N/A If yes, please explain: 16. Possible toxic impacts to surface waters: 17. Pretreatment Program (POTWs only): FORM: WQROSSR 04-14 Page 4 of 6 IV. REGIONAL OFFICE RECOMMENDATIONS 1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes or ® No If yes, please explain: 2. List any items that you would like the NPDES Unit or Non -Discharge Unit Central Office to obtain through an 3. L 4. I ,ist specific permit conditions recommended to be removed from the permit when issued: Condition Reason' ,ist specific special conditions or compliance schedules recommended to be included in the permit when issued: Condition Reason 5,. Recommendation: ❑ Hold, pending receipt and review `of additional information by regional office ❑ Hold, pending review of draft permit by regional office -❑ Issue upon receipt of needed additional information ® Issue ❑ Deny (Please to reasons: ) 6. Signature of report preparer: ' Signature of r 210111l supervisor: ti Date: FORM: WQROSSR 04-14 Page 5 of 6 V. ADDITIONAL REGIONAL STAFF REVIEW ITEMS FORM: WQROSSR 04-14 7eb Soil Survey Page 1 of l at 17-91 d♦� - tl 0 Y " ti en Y •r. � '�fitPR �{.��.I µ� T� I�.....I �.' � IPr>�KUI '0� If�3t••j�' :ontact Us ( Subscribe I Archived Soil Surveys Soil survey Status Glossary I_ Preferences. Ll.k Logout Help I A A I W Area of Interest (AOI) Soil Map Soil Data Explorer Download Soils Data Shopping Cart (Free) �,P.rintable`Versiori' Add:to Shopping Carte Q v Search Map Unit Legend O Sampson County, North Carolina (NC,163) Map Unit i Map Unit Name I Acres ! Percent j Symbol 1 in AOI of AOI BoB i. Blanton sand, 0 to 6 3.11 48.2% 1 �. percent slopes Y i NoA Norfolk loamy sand, 0 to j 3.3 j 51.8%, j 2 percent slopes i I Totals for Area of Interest 6.41 100.00/6'' Soil Map IRS 0 Q •4 ''��SSr K♦fit 114`��%�` ,�"--�--"'•. r�' Y `Y z� � F���''w,,,7, � xiu s a��� '{n� r1f'¢� 4'k r,."`' :• �a�n�CY "•54 %.(.T ,iy�v"!4_'..� fir , �1' �M F �_ j�' Owl i Ir'�r•.4, r{ ,^i! `�5it„ Y� (((ggg� V;.'4ry 1 7 fi " i b Y x ti j; 0 ��200 ft V lWarning: Soil Map may not be valid at this scale: iX You have zoomed in beyond the scale at which the soil map for this area is intended to be used. Mapping of soils is done at a particular scale. The soil surveys that comprise your AOI were mapped at 1:24,000. The design of map units and the.level of detail shown in the resulting soil map are dependent on that map scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show -the small areas of contrasting soils that could have been shown at a more detailed scale. FOIA I Accessibility Statement I Privacy Policy I Non -Discrimination Statement I Information Quality I USA.gov I White House tp://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 7/25/201( Map Unit Description: Norfolk loamy sand, 0 to 2 percent slopes --Sampson County, North Carolina ' Sampson County, Nlorth.Carolina NoA—Norfolk loamy sand, 0 to-2 percent slopes Map Unit Setting - National map unit symbol. 3vgq Elevation: 80 to 330 feet Mean annual precipitation:,. 3.8 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost -free period: 210 to 265 days Farmland classification: All areas are prime farmland UuSDA Natural Resources Conservation Service Map Unit Composition Norfolk and similar soils: 85 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the- mapunit. Description of Norfolk Setting Landform: Broad interstream divides on marine terraces, flats on marine terraces Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Crest "Down -slope shape: Convex Across -slope shape: Convex Parent material: Loamy marine deposits Typical profile Ap - 0 to 9 inches: loamy sand E - 9 to 14 inches: loamy sand " Bt - 14 to 70 inches: sand] clay loam C : 70 to 100 inches: sandy clay loam N.roperties ana qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 40 to 72 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 1 Hydrologic Soil Group: A Web Soil Survey . National Cooperative Soil Survey 0 -7/25/2016 Page 1 of 2 Map Unit Description: Norfolk loamy sand, 0 to 2 percent slopes --Sampson County, North Carolina Minor Components Rains, undrained Percent of map unit. 5 percent Landform: Flats on marine terraces, carolina bays on marine terraces, broad intersti•eam divides on marine terraces., Landform position (two-dimensional): Summit Down -slope shape: Linear Across -slope shape: Linear Data Source Information r Soil Survey Area: Sampson County, North Carolina Survey Area Data: Version 15,-Sep 30, 2015 USDA . Natural Resources ' += Conservation Service � J Web Soil Survey 7/25/2016 National Cooperative Soil Survey Page 2 of 2 Nutrient Management in North Carolina Page 1 of 2 Realistic Yle "Expectations for'North eiyarofina Solis The North Carolina Realistic`YleldDatabase is the product of an extensive data gathering and review process conducted by NC State University, the Natural Resource Conservation Service, the North Carolina Department of Agriculture and Consumer, Services, and the North Carolina Division of Soil and Water Conservation. In 1999; county -based representatives of each of the above -named organizations were asked to collect yield data. and make a reasoned judgement of the yields for various crops on each of the soils occurring in their county. These data were collected from 87 responses, representing 93 counties. The data were then compared with available research data and intensively reviewed by a panel of field agronomists, soil scientists and researchers familiar with the soils, crops and climatic conditions in each region. In reviewing the data, the following assumptions were made: 1. Realistic Yield Expectations should be based on the average of the best 3 years in a 5 year period which could be achieved with a high level of management (top-20% of growers) 2. For soils that may be mapped in multiple regions or in slightly different landscapes (for example, flood plains or stream terraces), the Realistic Yields are based on the.most common prevailing conditions for that soil rather than the most ideal site for agricultural production. 3. For soils that are Somewhat Poorly, Poorly, or Very Poorly Drained, effective artificial drainage MUST be in place to achieve the yields shown in the RYE tables. 4.. Forrtobacco production in the Piedmont physiographic,.:irrigation. was assumed to be available, whereas no irrigation was assumed in the. Coastal Plain physiographic region. This is in accordance with numerous surveys which show less than- 15% -20% of tobacco in the Coastal Plain is irrigated, while 70 to 80% of tobacco in the Piedmont receives some irrigation . Citation: North Carolina Interagency Nutrient Management Committee. 2014. Realistic yields and nitrogen application factors for North Carolina crops.'htto://vields.soil.ncsu.edu North Carolina State University, North Carolina Department of Agriculture and Consumer Services, North Carolina Department of.Environment.and Natural Resources, Naturai Resources Conservation Service. Raleigh NC. To access the database: "o Select a county from the drop down menu below. Wait for list of soils. o Select your soil Correct for slope by using the slope reported in the soil survey database or by entering the slope you measured in the field A report will be generated showing a summary of currently available data for the county and soil you selected. Need help determing the soil to select? You can use'our map version of the RYE database, located at: htto://ao.hcsu.edu/yields Additional Guidance for speciality crops can be. found at: htto://nu trients.soii.ncsu.edu/crops/ Select Your County Sampson v NoA Nofietkioasp sand 0 to:2" rcentsto NoB: Norfolk loamy sand, 2 to 6 percent slopes" Select Your Soil• NuB: Norfolk -Urban land complex, 0 to_6 percentslopes d OrA: Orangeburg loamy sand, 0 to 2 percent slopes' J O Use Representative_ Slope_Typical of the Soil Mapunit Correct for iSlope 0 Use my slope 10 Submit Reset httn://vields.soil.ncsu.edu/index.DhD 8/1/2016 Nutrient Management in North Carolina Page 2 of 2 Realistit Yields for WeA.- Norfolk loamy sand, ® to 2 percent slopes in Sampson County Crop Realistic Estimated Phosphorus Nitrogen Nitrogen Removal Yield Factor Rate-(Ibs/acre) (lbs P20s/acre) 81 Bushels 1.51 . 122 31 Corn (Grain) ................................................. ............ ................. ....................... ........................................................................ 138 Bushels . :. 0.95 ...................... ....................................................................................... 131 61 .............................................. Corn(Silage) ...........0 .Tons . .....11.1 ............................... �...............................................................�......................................... Cotton 875 Pounds 0.089 78 25 ......................................................................................................................................... S..orgh......u.m (Silage) ..................................... :............... ................. . ................ . .............. ................................................................................................................................................................................. ...........0 Tons 7:8.......... 0 _.................:....................... Oats (Grain) ......................................................................................................................................................................................................................................................................................................................................... 102 Bushels 1.17 119 26 Peanuts -4000 Pounds ....:......................._.................................................................................................................................... 0 0 22 -. ...............................................................................:......................... Rye (Grain) 60 Bushels 2.09 .125 20 ......................................................................................................................................................................._..._..................._..............................................._.................................................................................... Smallin (Silage) ................................................................................................................................. 10 Tons ................................. .. 11:4..........................114..................._......................................54....................................... Sorghum (Grain) 55 CWT ........................................................................................................................................................................... 1.78 98 41 ................................................................................................................................. Soybeans (Double Cropped) :........................ : 35 Bushels ............................................................................................................................................................................................ 0 0 28 ................................................................ Soybeans (Full Season) ......................................................................................................................................................................................................................... 42 Bushels . �........................................................................................................... Soybeans (Double Cropped - Manured) .... ................................................................................................................................................................................................................................................... 35 Bushels 3.91 137 :................................................................................. 28 Soybeans (Full Season - Manured) 42 Bushels 3.91 164 ..................................... 34....................................... ..................................................................................................................................._................................_........................_....................................................,... Tobacco (Burley) 0 Pounds 0.06 0 0 Tobacco (Flue Cured) 3300 Pounds 0.031 102 17 Triticale (Grain) .................('S-i.............................................................. 84 Bushels ................................. 1.53 -6-............._...................................,..............................................,.. 129 28 "'o-......................................... ......"'p-l'c-'a' Tropical Corn .Silage) 0 Tons. ..._6.7 0 .......�......................................... .Wheat (Grain) ....................................................................................................................................... 60 Bushels ......................................................._..............................................................................................................I..................... 2.09 125 30 Bahiagrass(Hay) ----------- ....................... ---ah .. 5 Tons,.......4fi............................230..........................................................5�....................................... .................................. Caucasion/Old World Bluestem i 5.3 Tons 46 . 242 62 Common Bermudagrass'(Hay) { I ............................................................................................................................................................................................................. 5 Tons 46 230 61 ..................................................................................................................... Dallisgrass (Hay). 5 Tons. .46 230 ................................................... ................... .......................................................................................................................................................................... Fescue (Hay) ........................................................................................................................................................................................................................................................................................ 3.5 Tons 46 161 55 ..... ... _... Hybrid Bermudagrass (Hay) 6.5 Tons .................................................._.................................................................................................................................... 46 299 80 .............................................................................................................. Hybrid Berm udagtass.overseeded with Rescuegrass 7.8 Tons 46 357, 105 (Ha) ............................................ ........................ .... ... ... ..............I........... ...................... .................. Mixed Cool Season Grass (Hay) ................................................................................................................................................................................................. 2.5 Tons 46 ..................... .1....1........................................................ ......36............................................ Orchardgrass (Hay) . ...................................................................................................................................................................................................................................................... 2.5 Tons 46 115 .37..................:.................... Pearl Millet (Hay) 5.5 Tons ......................... .51................. 281 ..:........ ..................:....................................... 73 ........................................ ............................. ........................................................................................................................ Rescuegrass(Hay) IS Tons - .............................................................,............................................................................................................ 46 - 161 40 I................ ... ........................ .................................. I......................•.............I......... SorghumSudan (Hay.............................................................................. ..... n ..a 6.3.Tons................... 6..............s 51......................... ..1 319.......................................................8�....................................... ............. Timothy Grass (Hay). ................................................................................................................................................... 0 Tons ................................................. 46 ..................................................................................................................................... 0 0 Dr. David Crouse is responsible for the development and maintenance of the Realistic Yield reporting tool. httn://vields.soil.ncsu.edu/index.bhp 8/1/2016 `zone 8 r r+. \ z mw-2 ozone 7� V r' zone 6 N, - _ zone 1 bar screen zone 54; Idway mlddir Ozone 2 . Tf zone 3 �� zone 4 N �� manhole & pump inta - m w-1 ,;pump house V' _-r_ - '• < o � '�. lam■ . � a = � �� a r t i q Goy o let r'"' � i�JV '1993 tE, o Imagery Date: 10,125]2013 lat 35.167097 - Ion-78.5295370 elev 192 rt eye alt 1739 t+ i� - �onnectGIS I&CONNEUGIS WEB HOSTING Feet Overview Map TURKEY FPI Current Segment: 66.08 Feet Last Segment: 66.08 Feet Total: 452.20 Feet Total Area: 18,922.78 Sq. Feet or 0.43 Acres or 0.00 Sq. Miles Quick Search Advanced Search ( Coordinate Search ,e�J.F}L(` C _ Excel2000/2003 1 Results ittp://sampson.connectgis.com/MapOld.aspx Page 1 of l Welcome Guest Users Online: 1042 Help Mobile View SRT: 0.032 sec Layers Information ParceN (Yellow) t � j . xM ^ Tax Bill Deed i PIN: 10036921001 OWNER: SAMPSON COUNTY I OWNER ADDRESS: 313 ROWAN ROAD OWNER CITY- CLINTON I OWNER STATE: NC OWNERZIP: 28328 ACREAGE: 40 1 APN: 15414099 BK PG: 1289/162 I DATE RECORDED: 4/22/1998 I i I LAND TAX DEFERRED: Null { ASSESSED VALUE: 5182509 TOTAL TAX VALUE: 0 TWP CODE: 101 _ TAX CODE: F07 I SEG TYPE: HOMESITEJCROPLAND I I CONSIDERATION: 0 ; SITE ADDRESS: 1115 ROBERTS GROVE RD j s, APPR SEG VALUE: $46,0001$106,200 1 USE DESC: L + OL�STORAGE�FENCE�CANOPY�PAVING ASPHALTISTORAGE PARCEL CLASS: EXEMPT GIS_APN: 15410099 GEO_PIN: 1541061179 CALC_ACRES: 38.013 STATUS: Hooked CREATEDBY: Null MO DIFIED BY: O DESS EY\lthomas2 PIN_1: 10036921001 MAP -SHEET: E6 0 4C STYLE: Null YEAR -BUILT: Null HEAT: Null v SYSTEM: Null Legend Display Labels � DisplaY50 Results �&,7,-- CdPy 7/25/201 E �r+� r t�go•l•Aow r >> BASEBALL FIELD ♦ A � tA i i 1 u \o �dYssi g I I SaugAsran Co, Auard hf Cclucaciu,A 1 Midway Middle School ' !' aM m I n a' tS10 SU � b tti0 0 SCALE : t" - loo, mg e� t J __ o"o°'„'°"^�•.- -co¢ ers' .:'ss�ty4a'..� 3 .J - _ - � - - ` - - 0A l Pemit Facility Well' Collect Date Parameter UoM Value Modifier WQ0014785 Sampson County Boar MW - 1 12/8/201 T 00610 - Nitrogen, AmrT mg/I 0.10 LESSTHAN W00014785 Sampson County. Boar. MW -.1 12/8/2011 00610 - Nitrogen, Amrr mg/I W00014785 Sampson County Boar MW -1 12/8/2011 00620 - Nitrogen, Nitra mg/I 1:80 WQ0014785 Sampson County -Boar MW - 1 12/8/2011 00620 - Nitrogen, Nitra mg/I WQ0014785 Sampson County Boar MW -1 12/5/2012 00610 - Nitrogen, Amrr mg/I WQ0014785 Sampson County Boar MW - 1 12/5/2012 00620 -, Nitrogen,. Nitra mg/I W000.14785 Sampson County Boar Mw - 1 12/10/2013 00610 - Nitrogen, Amrr mg/I - 0.12 W00014785 Sampson County Boar MW -1 12/10/2013 00610 - Nitrogen, AmrT mg/I WQ0014785 Sampson County Boar MW -.1 12/1-0/2013 00620 - Nitrogen, Nitra mg/I 0.19 WQ0014785 Sampson County Boar MW - 1 12/10/2013 00620 - Nitrogen, Nitra mg/I W00014785 Sampson County Boar MW --1 12/16/2014 00610 - Nitrogen, Amrr mg/I 0.25 ILESSTHAN W00014785 Sampson County Boar MW - 1 12/16/2014 00610 -Nitrogen, Amrr mg/I W00014785 Sampson County] Boar MW -1 12/16/2014 00620 - Nitrogen, Nitra mg/I 0.99 WQ0014785 Sampson.County Boar MW -1 12/16/2014 00620 - Nitrogen, Nitra mg/I WQ0014785 Sampson County Boar MW; 1 12/7/2015 00610 -Nitrogen, AmrT mg/I 0.10 LESSTHAN WQ0014785 Sampson County Boar MW - 1 12/7/2015 00610 - Nitrogen, Am . mg/I WQ0014785, Sampson County Boar MW -1 12/7/2015 00620 - Nitrogen, Nitra mg/I 2.19 WQ0014785 Sampson County Boar MW -1 12/7/2015 00620 - Nitrogen, Nitra mg/I Pemit Facility Well Collect Date Parameter UoM Value Modifier WQ0014785 Sampson County Boar MW - 2 8/9/2011 00610 - Nitrogen, Amrr mg/l WQ0014785 Sampson County Boar MW - 2 8/9/2011 00620 - Nitrogen, Nitra mg/I 0.10 LESSTHAN WQ0014785- Sampson County Boar MW - 2 8/9/2011 00620 - Nitrogen, Nitra mg/1. W00014785 Sampson County Boar MW - 2 12/8/2011 00610 - Nitrogen, Am mg/I 0.10 ILESSTHAN WQ0014785 Sampson County. Boar MW - 2 12/8/2011 00610 - Nitrogen, AmrT mg/I WQ0014785 Sampson County Boar MW - 2 12/8/2011 00620 - Nitrogen, Nitra mg/l 0.10 ILESSTHAN W00014785 Sampson County Boar MW - 2 12/8/2011 00620 - Nitrogen, Nitra mg/I WQ0014785 Sampson County Boar MW - 2 12/5/2012 00610 - Nitrogen, Amrr mg/l 0.13 WQ0014785 Sampson County Boar MW - 2 12/5/2012 00610 - Nitrogen, Amrr mg/I W00014785. Sampson County Boar MW - 2 12/5/2012 00620 - Nitrogen, Nitra mg/I 0.53 W00014785 Sampson County Boar MW - 2 12/5/2012 00620 - Nitrogen, Nitra mg/l WQ0014785 Sampson County Boar MW - 2 12/16/2014 00610 - Nitrogen, Am mg/I 0.25 LESSTHAN W00014.785. Sampson County Boar MW - 2 12/16/2014 00610 -Nitrogen, Amrr mg/I WQ0014785 Sampson County Boar MW - 2 12/16/2014 00620 - Nitrogen, Nitra mg/1- 0.10 LESSTHAN WQ0014785 Sampson County Boar MW - 2 12/7/2015 00610 - Nitrogen, Amrr mg/I 0.10 LESSTHAN W00014785 Sampson County Boar MW - 2 12/7/2015 00610 - Nitrogen, Am mg/I WQ0014785 Sampson County Boar MW -2 12/7/2015 00620 - Nitrogen, Nitra mg/l _0.70 . WQ0014785 Sampson County Boar MW - 2 12/7/2015 00620 - Nitrogen, Nitra mg/I r cg3d i L t � lr Q • , �� �h � � I � / Y i- 57 ST Ll tiS -_- r •—fix--- —J-r 3c` v'__ i .. f ( .7_"'__-_._ 00 AAl b . I _ Q _.. _ n iRi yygy E.s}. bgay r 3 � E'7'J.- • .J -,r =� W � � 7 � l CJ�'6/ � i�g l � ''% -• / I Cl 1 E H tt AMY a7 U186'' - ��x��:� � ►.�'� for ,,-. ���"�:� ':.�� � �° i ..� ,� � ---- - �a I 41/ J i�'�►� Cl ���/G�U' E ..C.!dL.Q:$4hq7 517 a } Grid 1 2 3 4 5 6 Avg. Depth - I i A sludge 1' 1' -1' 0.75' 1' 1' 0.96' _ water 2' 2' 2' 2.25' 21- 21 - B sludge_ water 1' 2' 1' 2' 1.25' 1.75' 1' -- 21 1' 2� 1' 2----�---------- ___--,----.. 1.04' -I-= -- _ C - ----- _-i---slu --- sludge 1' --------- 2' -- --1 -- ---- 2' --1.25' :- - ---- 1.75' 1:25' -- ��.-.�----- --- ------ .11 ----- -I 1.8� 0 - --8' - =- --- -.. water - ----- - 1.75' _ 2' 21 -_.L------._----I - D sludge 1' 1.5' 1' 1.25' 1' 1' 1.13' -water 2' 1.5' 2' 1.75' 2' 2' I E sludge 1' 1.75' 1.75' 1.25' 1.25' 1' 1.33' F G i water sludge water sludge 2' 1' 2' 1 1.25' 1' - 2' 1.25' 1.25' 1.25' 1.75' 1:2_5'_ 1.75' 1.25' 1.75' 1.75' 1.25' 1.75' 1' 2' 1.50' 1.50' 1.21' - ----1.13'------�_ ----_ 1.25' -1---- T-- �- ------ I - water - 2' -1.75' - 1.75' - --1.75' - 2' -2-2' H - sludge water -1' 2' 1' 2' 1' 2' 1.50' 1.50' 1.50' 1.50' 1' 2' 1.17' I J sludge water sludge water 1' 2' 1.25' 1.75' 1' 2' 0.75' 2.25' 1.75' 1.25' 1.25' 1.75' 1.50, 1.50' 1' 2' 0.75' 2.25' 1' 2' 1' 2' I 1' 2' 1.17' i 1.04' K_ sludge_ 1' 1.25' 1.50' 1' 1.25' 0.75', 1.13' water _ 2' 1.75' 1.50' 2' 1.75' 2.25' L - sludge 0.75' 1.25' 1.25' 0.50' 0.75' 1' 0.9.2' water 2.25' '. 1.75' 1.75' 2.50' 2.25' 2' _ M sludge 1' 0.75' 1' 1'- 0,75' -- - --1' - 1--.0.92' -- --- - water 2' 2.25' ' j 2' 0.50 ' 2.50' 2' i 0.50' 2.50' 2.25' � 0.50' 2.50' - 2' 1' 2' -- i ! 0.67' i I _ I --- ------ 1' 2' ------r---- N ------ sludge_ water • ----- , �, I. 0.50 2.50' Total = 14.9'/14=1.06' _ I -Lagoon pool at 11am on 6/1/16 was 36yds x 72yds (108' x 216') as measured with a Bushnell Yardage Pro 800 r / �. V 2016 Google � [ - � �� { , �� \ } . . GooSte-ea Lmagery Date: 101125/2013 tat 3 5.1668371, lon -78.5276630 elev 199 ft eye alt 492 TOP. OF.-bl EE ELEV 260.5 2.5 97.5 (MWL) 1-96.0 (NORMAL) i SEC"DU T'HRU_��LAG00'N; TOP OF DIKE ELEV 200.5 2.5 THRU LAG O0.�. .CTiCM _ 200--01 x'6" TKK PAD PRG•NST SLOPE TYP) .' '. . 97.6 tNPlU t O x ♦1 UPS 6 TKK PAD p j .... TOP ........ VET')Jo..x. W�m0.vnoy.. ' -'- .. TOP'OF DVE -.' ELEY 200.5 .. _ 96.0 NIDRAfAI) ' - " _ - _ x 2CO.5 t1EY 2C0.5 --- 3.5 - 1925 - f�:1Y, El_P940 \ 2.5 T' n•.Y��. '6" SCH 80 PYC"� ENFLULNT PMG ;. SEE PIPE PETL-TRATION S.1CT•ON END DIAL DELOV - SUCTI ' DET F;FA W e , —._—_ ' SEE PPF. PEtiETRATION CONCRETE CJT- DETA" LOIY cto7 ' Jh�r2 rSECTION l HRU" LAGOON SCALt ! t7-o;,,.:... tA1DWPyMjDDLG ycHoDL. , ' WASTE STAR4QATWN LACGON $AMP`WW : wQC0/I7E— ' UNED WITH 60 ML HOPF. UPL-R, SiE'`,S"` L .. t �- do- iy t State of North Carolina Department of Environmental Quality Division of Water Resources WATER QUALITY REGIONAL OPERATIONS SECTION NON-DISCHARGE APPLICATION REVIEW REQUEST FORM Division of Water Resources RECEIVED July 13,-2016 DEQ/DWR To: SRO=VtQROS: B_eliRa,.l3ensori./ rent Allen JUL 15 2016 From: David Goodrich, Water Quality Permitting Section - Non -Discharge Permitting Unit WQROS FAYETTEVILLE REGIONAL OFFICE Permit Number: WQ0014785 Permit Type: Wastewater Irrigation Applicant: Sampson County Owner Type: County Facility Name: Midway Middle School Signature Authority: Dr. Eric Bracy Address: Post Office Box 439, Clinton, North Carolina 28329 Fee Category: Non -Discharge Minor Comments/Other Information: Project Type: Renewal Owner in BIMS? Yes Facility in BIMS? Yes Title: County: Sampson Fee Amount: $0 Attached, you will find all information submitted in support of the. above -referenced application for your review, comment, and/or action. Within 45 calendar days, please take the following actions: ®' Return -this form completed. ® Return a completed staff report. ❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification. When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and return it to the appropriate Central Office Water Quality Permitting Section contact person listed above. RO-WQROS Reviewer: Date: FORM: WQROSNDARR 09-15 Page 1 of I Comments Histd.ry inspections Incidents Ehforcements Violation i . Related Rerrn s f PointstFrior fo Irrigation ells Fields f sites Soil ��naly+sis Details 1- r -Details 2 Billing Cl ss.�Desig:.. , 'Events : Reg. Activities 'Structures r Atfiiliatio'ns Reviewers ..... Permit: .hJQ00147 '5 Y App. Version: 3.t1 . Status; dive PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary Water Resources EwviaotvrdeNraLouaLiry S. JAY ZIMMERMAN Director July 13,.2016 DR. ERIC BRACY — SAMPSON COUNTY POST OFFICE BOX 439 CLINTON, NORTH CAROLINA 28329 Subject: Acknowledgement of Application No. WQ0014785 Midway Middle School Wastewater Irrigation System Sampson County Dear Dr. Brady: The Water Quality Permitting Section acknowledges -receipt of your permit application and supporting documentation received on July 12, 2016. Your application package has been assigned the number listed above, and the primary -reviewer is David Goodrich. Central and Regional Office staff will perform a detailed review of the provided application, and may contact you with a request for additional information. To ensure maximum efficiency in processing permit applications, the Division of Water Resources requests your assistance. in providing a timely and complete response to any additional information requests." Please note that processing standard review permit applications may take as long as 60, to 90 days, after receipt of a complete application. If you have any questions, please contact David Goodrich at (919) 807-6352ordavid."goodrich@ncdenr.gov. Sincerely, Nathaniel D. Thornburg, Supervisor Division of Water Resources -cc: FFayetteville-Region al -Office: Water_nuality Re¢ionn] nt,PrarinnrcP r,•ii-in----7 State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 y 919 807 6464 State of Noith Carolina Department of Environment and Natural Resources Division. of Water Resources D7-W.. =`Y = NON - DISCHARGE SYSTEM RENEWAL®�e+islon of Water Resources FORM: NDSR 11-13 L PERMITTEE INFORMATION: 1. Permittee's name: Sampson County Schools 2. Signature authority's name: Dr. Eric Bracy per 15A NCAC 02T .0106(b) l� 11 2a�6 Title: 3. Permittee's mailing address: PA Box 439 City: Clinton - State: NC Zip: 28329- PermLting Olt 4. Pennittee's contact information: Phone number: 910) 592-1401 Email Address: ebracy0,sampson.k12.nc.us ff. FACILITY INFORMATION: 1. Facility name: Midway Middle School. 2. Facility's physical address: 11.15 Roberts Grove Road City: Dunn State: NC Zip: 28334- County: Sampson III. )PERIAIT INFORMATION: 1. Existing permit number: WQ0014785 and most recent issuance date: 2010 2. Existing permit type: Other Non -Discharge Wastewater 3. Has the facility been constructed? ® Yes or ❑ No 4. Demonstration of -historical. consideration for permit approval — 15A NCAC 02T .0120: Has the Applicant or any parent, subsidiary or other affiliate exhibited the following? a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or M No . b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or No c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑Yes or ® No C d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or �q No e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No Applicant's Certification per I5A NCAC 02T .0106(b): I, Authority's name & title from Application Item I.2.) ilia, name from Application Item II.1.) that this application for has been reviewed by me and is accurate and complete to the best of my knowledge' I understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief. and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. Falso understand that if all required parts of this application package are.not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility withoutproper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdudannual fees per 15A NCAC 02T .0105(e). ?VOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation. - Signature: �� Date: FORM: NDSR •11-13 , Page 1 of 1 NORTH CAROLINA In ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SURFACE IRRIGATION SYSTEM PERMIT 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 Sampson County Board of Education Sampson County FOR THE continued operation of a 10,000 gallon per day (GPD) drip -irrigation treatment and disposal facility consisting of approximately 470 linear feet of eight -inch gravity sewer, a 90 gallon per minute (GPM) pump station with dual pumps, high water alarms,, telemetry system, and approximately 1480 linear feet of four -inch force main, a manually cleaned bar - screen, a 1.2 million gallon waste stabilization. -and storage lagoon, dual 100 GPM irrigation pumps, disc filters, flow meter, ultraviolet disinfection, and a 151,530 square foot (fo) drip irrigation area divided into eight (8) zones to. Iserve Midway Middle School with no discharge of wastes to the surface waters, pursuant to the application received October 11, 2007, and subsequent additional information received by the Division of Water Quality (Division), and in conformity with the project plan, .specifications, and other supporting data subsequently filed and appro i ed by the Department of Environment and Natural Resources and considered,a part of this permit. l S'his permit shall be effective from the date of issuance until December 31, 2012, shall void Permit No. WQ0014785 issued July 11, ,2003, and shall be subject ,to the following specified conditions and I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities] 1. No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division form(s). Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such periodd of time and under such conditions and limitations as it may deem appropriate. Please note that Rule 15A NCAC 02T .0105(d) requires an updated, site map to be submitted with the permit renewal application. WQ0014785' Version 3.0 Shell Version 070531 Page 1 of 8 r 8. The Permittee shall apply for a permit modification prior to. any sale or transfer of property that 'affects a compliance boundary to establish a new com liance bound 101 9: In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g). 10. 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 02L .0106. 11. The following setbacks shall be maintained: a) 1 100 feet between wetted area and any residence or places of public assembly under separate b) 50 feet between wetted area and property'lines, b) 1100 feet between wetted.area and wells, c) 150 feet between wetted area and drainage ways or surface water bodies, 01 50 feet between wetted area and public right of ways, d) 100 feet between trdatment/storage units .and any wells, and e) 150 feet between treatment units and property lines. facilities shall be properly maintained and operated at all times. The facilities shall be effectively stained and operated as a non -discharge system to prevent the discharge *of any wastewater Iting from the operation of this facility.. The Permittee -shall maintain an Operation and itenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance dules, safety measures, and a spill response plan. 2. Upon classification of the wastewater treatment and 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 08G .0200. The ORC. shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. Alsuitable year round vegetative cover -shall be maintained such that crop health is optimized, allows for even distribution of effluent, and allows inspection of the irrigation system. 4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field. ation shall not be performed during inclement weather or when the ground is in a condition that cause ponding or runoff. 6. All waste application equipment must be tested and calibrated at least once per year. Records of the calibration must be maintained for five years. i 7. No type of wastewater other than that from Midway Middle School shall be irrigated onto the ungation area. 8. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while -normal maintenance is being performed. 9. Public access to the land application sites shall be controlled during active site use. Such controls m(y include the posting of signs showing the activities being conducted at each site. WQ0014785 Version 3.0 Shell Version 070531 Page 3 of 8 9- h. 6. Fr: Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B for each field, Weather conditions Maintenance of cover crops, and Groundwater levels monthly during November, December, January, February, March, and April. (waste level to the lowest elevation on the top of the embankment) in the waste i and storage lagoons shall be recorded weekly. 7. Monitor wells .shall be sampled after construction and within 3 months prior to initiating ,waste disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the Parameters specified in Attachment C. All mapping, well construction forms, well abandonment -8. For the initial sampling of the well as specified elsewhere in the permit, the permittee shall submit a copy of the GW-1 Form (Well Construction -Record) that lists this'permit number and the appropriate monitoring well identification number with the Compliance Monitoring Form (GW-59) for that well.. Initial Compliance Monitoring Forms that do not include copies of the GW-1 form are incomplete a4d may be returned to the permittee without being processed. 9. Two (2) copies of the results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality Monitoring: Compliance Report. Form), along. with attached copies of la{ioratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month following the sampling month. Form GW-59 shall include 'the number. of this permit and the appropriate well identification number. One Form GW-59a certification form shall be provided for each set of samplingresults submitted. 10. Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.] on Form NDMR fo� each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV. 5 liand IV. 6.] on Form NDAR-1 for every field shall be submitted on or before the last -day of the fopowing 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 Division of Water Quality Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699.1617. 11. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each irrigation field and the results maintained on file by the Permittee for a minimum of five years. The SiLdard Soil Fertility Analysis shall include, but is not necessarily limited to, the following I Acidity Manganese Potassium Calcium Percent Humic Matter Sodium Copper H Zinc Magnesium Base Saturation calculation Phosphorus Cation Exchange Capacity I Exchangeable Sodium Percentage 4 WQ0014785 Version 3.0 Shell Version 070531 Page 5 of 8 3. 'This .permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. No variances to applicable rules governing the construction and / or operation of the permitted facilities are granted unless specifically requested and granted in this permit. .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 government agencies (local,. state, and federal) that. have jurisdiction.. -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, and any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500. the event there is. a desire for the -facilities to change ownership, or there is a name change of the rmittee, a formal permit request must be submitted to the Division on official Division form(-), cumentation from the parties involved, and other supporting materials as may be appropriate. The proval of this request will be considered on its merits and may or. may not be approved.' The rmittee of record shall remain fully responsible for compliance until a permit is issued to the new 6. The Permittee shall retain. a -set of . 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. 8. The Permittee must pay the annual fee 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 p4suant to 15A NCAC 02T .0105(e). issued this the 80' of January, 2008 AL MANAGEMENT COMMISSION Been H..Sullins, Director vision of Water Quality Authority of the Environmental Management Commission Number WQ0014785 *Q0014785 Version 3.0 Shell Version 070531 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0014785 Version: 3.0 - PPI 001- WWTT Effluent EFFLUENT CHARACTERISTICS ^ EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Coliform, Fecal MF, M-FC Broth,44.5C - 31616 Quarterly Grab BOD, 5-Day (20 Deg. C) - 00310 Quarterly Grab Solids, Total Suspended - 00530 Quarterly Grab Nitrogen, Ammonia Total (as N) - 00610 Quarterly Grab Nitrogen, Kjeldahl, Total (as N) - 00625 Quarterly Grab p14 - 00400 Per Spray Event Grab Nitrogen, Nitrate Total (as N) - 00620 Quarterly Grab Flow, in conduit or ihru treatment plant - 50050 10,000 gpd Continuous, Recorder Note: Quarterly monitoring shall be conducted in February, May, August, and November. WQ0014785 Version 3.0 Attachment A Page 1 of ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0014785 Sampson County Board of Education Midway Middle School Version: 3.0 UTILIZATION AREA INFORMATION APPLICATION LIMITATIONS Field/ Basin Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter ate inches/hr.) early " ax (inches) l Sampson Co BOE-Midway Middle Sampson 35° 10'02" 789 F43" 0.87 Norfolk (NoA) 91284 - Application Surface Irrigation 0.16 39 2 Sampson Co BOE-Midway Middle Sampson 35010'01" . 78031'43" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 3 - Sampson Co BOE-Midway Middle Sampson 35°10'00" 789 F44" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 4 Sampson Co DOE -Midway Middle Sampson 35°09'60" 78031'45" 0.87 Norfolk (NoA) 01284 - Application. Surface Irrigation 0.16 39 5 Sampson Co BOE-Midway Middle Sampson 35010'02" 78031'46" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 6 Sampson Co BOE-Midway Middle Sampson 35'10'02" 78031'45" 0.87 Norfolk (NoA) 0128.4 - Application Surface Irrigation 0.16- 39 7 Sampson Co BOE-Midway Middle Sampson 35°10'03" 7803145" 0.87' Norfolk (NoA) 01284 - Application Surface Irrigation' 0.16 39 8 Sampson Co BOE-Midway Middle Sampson 35°10'05" 78°31'48" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 Total 6.96 WQ0014785 Version 3.0 AltachmentB Pagel of2 ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0014785 ' Version: 3.0 MnnitnrinQ wells: MW-1 and MW-2 GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS Parameter Description -Parameter Code -Tre'quency-Measurement- Sample Type Footnotes _- Da1Iy axrmum Water level, distance from measuring point - 82546 pH - 00400 Annually Calculated a, b . 6.5 - 8.5 su Annually Grab a Coliform, Fecal MF, M-FC Broth,44.5C - 31616 Annually Grab Solids, Total Dissolved- 180 Deg.0 - 70300 500 mg/l Annually Grab Carbon, Tot Organic (TOC) - 00680 Annually Grab e Chloride (as Cl) - 00940 250 mg/I Annually -Grab Nitrogen, Ammonia Total (as N) - 00610 Annually Grab Nitrogen, Nitrate Total (as N) - 00620 10 mg/t Annually Grab Volatile Compounds, (GC/MS) - 78732 Annually Grab c, d a. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining parameters. b. The measuring points (top of well casing) of all monitoring wells*shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum. c. Volatile Organic Compounds (VOC) - Analyze by one of the following methods: l . Standard Method 6230D, PQL at 0.5 µg/L or less 2. Standard Method 62101), PQL at 0.5 µg/L or less 3. EPA Method 8021, Low Concentration,'PQL at 0.5 µg/L or less 4.' EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less 5. Another method with prior approval by the Aquifer Protection Section Chief Any method used must meet the following qualifications: a. A laboratory must be DWQ certified to run any method used. b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. G. The method used must provide a'PQL'of 0.5 119/1, or less that must be supported by laboratory proficiency studies as required by the DWQ'Laboratory Certification Unit. Any constituents detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported. d. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C,'then the Fayetteville Regional Office Aquifer Protection Supervisor, telephone number (910) 433-3300, must be contacted immediately for further instructions regarding any additional follow-up analyses'required. e. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify tlle individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. f. Monitoring wells shall be reported consistent with the nomenclature a location information provided -in Figure-l-and-this-attachment. -- WQ0014785 Version 3.0 Attachment C Page I of I s/ i LI,> dD/q�$ k 1Y)INA/.9>/ /1',®/ OLE V)abD/Y785; ./0,3 1 $' Sdv) oAJ PPi R, 6- Ar E-�" ,s�- E D aS { 99 ® -7b ® _ Qq `� p pG p 514 1 l.ait .5 ti c C aY°� . 3 b ' l L v e � q, », r� f q M RtE, opt o ,E F_ R 4. t oPa i AID./ 6- e }20 4 .r t Abe, r� r�smot S N 4rdrip irrigation zone tdrip irrigation zone 4f drip irrigation zone 4. . .0 .Jdrip irrigation zone --Midway Middle School Lagoon Survey: =1001r4IE 4) 1993 bar screen 15 18 16 F20 13 4i 21 22 412 A jr 23 24 1,0 25 9 26 8 7 27 4T 2 3 Z4 tT 5 6 ri ye aAa wet well points 28, 29, 30 m P,,_p G� 20,16 doog e te-ea Imagery pate: 10/25/2013 lat 35.1,667610 lon -7,R,5279650 elev 1,95 ft eye A 650 Grid 1 2 3 4 5 6 Avg. Depth A sludge 1' 1' 1' 0.75' 1' 1' 0.96' water 2' 2' 2' 2.25' 2' 2' B sludge 1' 1' 1.25' 1' 1' 1' 1.04' water, 2' 2' 1.75' 2' 2' 2' C sludge 1' 11. 1.25' 1.25' 1' 1' 1.08' water 2' 2' 1.75' 1.75' 2' 2' D sludge 1' 1.5' 1' 1.25' 1' 1' 1.13' water 2' 1.5' 2' 1.75' 2' 2' E sludge 1' 1.75' 1.75' 1.25' 1.25' 1' 1.33' water 2' 1.25' 1.25' 1.75' 1.75' 2' F sludge 1' 1' 1.25' 1.25' 1.25' 1.50' 1.21' water 2' 2' 1.75' 1.75' 1.75' 1.50' G sludge 1' 1.25' 1.25' 1.25' 1' 1' 1.13' . water 2' 1.75' 1.75' 1.75' 2' 2' H sludge 1' 1'" 1' 1.50' 1.50' 1' 1.17' water 2' 2' 2' 1.50' 1.50' 2' I sludge 1' 1' 1.75' 1.50' 0.75' 1' 1.17' water 2' 2' 1.25' 1.50' 2.25" 2' J sludge . 1.25' 0.75' 1.25' 1' 1' 1' 1.04' water . 1.75' 2.25' 1.75' 2' 2' 2' K sludge 1' 1.25' 1.50' 1' 1.25' 0.75' 1.13' water 2' 1.75' 1.50' 2' 1.75' 2.25' L sludge 0.75' 1.25' 1.25' 0.50' 0.75' 1' 0.92' water 2.25' 1.75' 1.75' 2.50' 2.25' 21. M sludge 1' 0.75' 1' 1' 0.75' 1' 0.92' water 2' 2.25' 2' 2' 2.251, 2' N . sludge 1' 0.50' 0.50' 0.50' 0.50' 1' 0.67' water 2' 2.50' 2.50' 2.50' 2.50' 2' Total = 14.9'/14=1.06' Ei I Lagoon pool at 11am on 6/1/16 was 36yds x 72yds (108' x 216') as measured with a Bushnell Yardage Pro 800 ■ r P C, t 0 201 : 1--loogle ; . � \ �. GooSƒc-'ea,Imagery Date:lfj,'25/2013 Idt 1�5.166337c lon -78,527663c'elev 199ft eyeA 492 Par-- a+ 5T TOP OF.DIKE lJ/YhAN,4ot ELEV 200.5 ... 3;5 ", Sc :-: SUCTI SEE PIPC•. PENETRATION CONCRETE CUT - DETAIL BELOW WALL 8'x8'x!2" • C107 .