Loading...
HomeMy WebLinkAboutWQ0022384_Final Permit_20040804RECEIVED WATER Chi JAI ITY.SPCTION Alin 2 0 2004 NON -DISCHARGE PERMITTING Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources August 4, 2004 Mr. Charles M. Smithwick, Jr., District Manager Contentnea Metropolitan Sewerage District Post Office Box 477 Grifton, North Carolina 28530 Dear Mr. Smithwick: Alan W. Klimek, P.E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality SUBJECT: Contentnea Metropolitan Sewerage District Permit No. WQ0022384 Spray Irrigation Disposal System Project No. E-SRG-T-02-0133 Pitt County In accordance with your application received March 3, 2003, we are forwarding herewith Permit No. WQ0022384, dated August 4, 2004, to the Contentnea Metropolitan Sewerage District for the construction and operation of the subject spray irrigation disposal system. This permit acts in conjunction with NPDES Permit No. NC0032077. This permit shall be effective from the date of issuance until August 3, 2009, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. Please also pay particular attention to condition No. 8 under Section 11 of this permit, which specifies a minimum and a maximum spray irrigation application rate. Spray Gun Field #2 (Northern) is located on the approximate sludge disposal area designated Site C, Tract 11, Zones 10, 11 and 12 as specified in biosolids residuals land application permit WQ0001048_ Also, the WWTP Site Southern and Northern spray fields are located on the approximate sludge disposal area designated Site A in permit WQ0001048. The Division has received a permit modification from Contentnea MSD to remove sludge disposal Sites A and C, Tract I1, Zones 10, 11 and. 12 from the permitted acreage. This permit is being issued prior to modified permit WQ0001048 being issued. However, please note condition 9, Section V1 of this permit which specifies that no effluent spray irrigation will occur until the modified permit WQ0001048 which removes Sites A and C, Tract II, Zones 10, 11 and 12 from sludge disposal has been issued. If any parts, requirements, or limitations contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming -to Chapter 150B of North Carolina General Statutes, and filed with the Office rc6ENR N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 Customer Service 1-877-623-6748 Mr. Charles M. Smithwick, Jr., District Manager Page 2 August 4, 2004 of Administrative Hearings, 6714 Mail Service Center, Raleigh, N. C. 27699-6714_ Unless such demands are made, this permit shall be final and binding. Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with the approved plans and specifications. Mail the Certification to the Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's Certification Form is attached.) One (1) set of final approved plans and specifications is to be forwarded to you, one (1) set is being forwarded to your Engineer (A/E), one (1) set retained for the Washington Regional Office, one (1) set retained for the Construction Inspection Group, and one (1) set retained for the Design Management Unit. A copy of the approved plans and specifications shall be maintained on file by the owner for the life of the project. If there are any questions concerning this matter, please contact Mr. Cecil G. Madden, Jr., P. E. at (919) 715-6203. Sincerely, Ian W. Klirne , P. Attachment: Figures 1 and 2 kp: sd CC' Shankar Mistry, P.E., The Wooten Company (Raleigh Office) Town of Ayden Pitt County Health Department OSHA Training Officer, Les Kafel Washington Regional Office, Aquifer Protection Section Dennis Ramsey, P.E. Technical Assistance and Certification Unit RECEIVED WATFA OHAI MY SFrTIONi AUU- 2 0 /,�inA NON -DISCHARGE PERMI-F, ING NPDES Permit Unit Aquifer Protection Program Section/Land Application Permits and Enforcement Unit Dan Blaisdell, P.E. Don Evans Cecil G. Madden, Jr., P.E. Ken Pohlig, P.E. Bob Teulings, Ph.D. SRG Wgr5E r F/ vJFD AUG 2 0 "�P'f,7'10A/ �D4 Np�D1�CHARGE!'�Rkf!]� NORTH CAROLINA fl1V13 ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SPRAY IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Contentnea Metropolitan Sewerage District Pitt County FOR THE construction and operation of a 40,630 GPD (annually averaged) spray irrigation disposal system at the Contentnea Metropolitan Sewerage District wastewater treatment plant, which consists of the following: a 21.2 gpzn vertical turbine irrigation pump mounted in the plant's existing post -aeration basin, a propeller -type irrigation flow meter, approximately 3700 linear feet of 4-inch and 575 linear feet of 6- inch PVC force main to feed a fixed -set sprinkler system for irrigation onto 3.36 acres of grass at the plant site, and to feed a traveling gun irrigation system irrigation onto 13.18 acres of tall fescue grass to be maintained in two fields on CMSD property north of the plant site, to serve the Contentnea MSD Wastewater Treatment Plant with no discharge of wastes to surface waters, pursuant to the application received March 3, 2003 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until August 3, 2009, and shall be subject to the following specified conditions and limitations: Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 2 1. PERFORMANCE STANDARDS Upon completion of construction and prior to operation of this permitted facility, a certification (see attached Certification Form) must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications. Mail the Certification to the Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. 2. The Washington Regional Office, telephone No. (252) 946-6481, shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be made. Such notification to the regional supervisor shall be made during normal office hours from 8:00 a.m. until 5.00 p.m. on Monday through Friday, excluding State Holidays. 3. The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement treatment and disposal facilities. 4_ The issuance of this permit shall not relieve the Permittee of the responsibility for damages to groundwater or surface water resulting from the operation of this facility. 5. The residuals generated from these treatment facilities must be disposed of in accordance with General Statute 143-215.1 and in a manner approved by the North Carolina Division of Water Quality_ 6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 7. The following buffers shall be maintained: a. 400 feet between wetted area and any residence or places of public assembly under separate ownership, b. 150 feet between wetted area and property lines, C. 100 feet between wetted area and wells, d. 100 feet between wetted area and drainageways or surface water bodies, e. 50 feet between wetted area and public right of ways, £ 100 feet between wastewater treatment units and wells, and g. 50 feet between wastewater treatment units and property lines. Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 3 II. OPERATION AND MAINTENANCE REQUIREMENTS The facilities shall be properly maintained and operated at all times. Warn EC ETM ED AUG 2 0 2004 N0tY DISCHARGE PERMlTpt4r 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 8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover over the spray irrigation fields shall be maintained. The vegetative cover crop over the spray irrigation fields must be harvested and removed from the fields periodically to ensure continual removal of nutrients assimilated in the cover crop. 4. The vegetative cover crop cannot be used for direct human consumption. 5. An agronomic plan shall be developed which maximizes the assimilative capacity of the nutrients in the wastewater through crop growth, crop harvesting, etc. 6. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 7. Adequate measures shall be taken to prevent wastewater runoff from the spray field. 8. The instantaneous application rate at the irrigation fields shall not exceed 0.2 inches per hour. The acreage and total annual irrigation per zone is according to the following table Permitted Total Yearly Annual Total Disposal Capacity Loading Rate Capacity converted to Dedicated Irrigation Fields Acres (inch/year) (allons/ ear Daily Average WWTP Site, Northern Zone 1.72 17.4 812,660 2,230 WWTP Site, Southern Zone 1.64 17.4 774,870 2,120 Gun Field #1 (Southern) 1.93 37.0 1,939,070 5,310 Gun Field #2 (Northern) [Old Sludge Field Site C, Tract H, Zones 10, 11 and 12] 11.25 37.0 1 1173027850 30,970 Totals: 16.54 1 14,829,450 40,630 Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 4 9. 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. 10. The Permittee shall install an appropriate flow measurement device consistent with approved engineering and scientific practices to ensure accuracy and reliability of effluent spray irrigation flow measurement. Flow measurement devices selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of once per year, and maintained to ensure that the accuracy of the measurement is consistent with the accepted capacity of that type of device. Records of flow measurement device calibrations shall be kept on file by the Permittee for a period of at least three years. At a minimum, data to be included in this documentation shall be: a. Date of flow measurement device calibration b. Name of person performing calibration C. Percent from true flow 11. No type of wastewater other than that from the Contentnea .Metropolitan Sewerage District's sewer system shall be sprayed onto the irrigation area. 12. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 13. Public access to the land application sites shall be controlled during active site use. Such controls must include the posting of signs showing the activities being conducted at each site. IIh MONITORING AND REPORTING REQUIREMENTS Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division of Water Quality to insure surface and groundwater protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b_ volume of wastewater irrigated, C. field irrigated, d. length of time field is irrigated, WArRECEI ED�on� Contentnea Metropolitan Sewerage District AUG Permit Number WQ0022384 004 August 4, 2004 NON -DISCHARGE PEROTT)NG Page 5 e, continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. weather conditions, and g. maintenance of cover crops. 3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation every month for the following parameters: Parameter Sampling Point Sampling Frequency Type of Sample Flow Effluent' Continuous Recording BOD5 (5 day, 20 C) Effluent March, July and November Grab NH3 as N Effluent March, July and November Grab TSS Effluent March, July and November Grab Fecal Coliform Effluent March, July and November Grab NO3 as N Effluent March, July and November Grab TKN Effluent March, July and November Grab Plant Available Nitrogen (PAN) By Calculation March, July and November Grab Total Phosphorus Effluent March, July and November Grab Chloride Effluent March, July and November Grab Calcium Effluent March, July and November Grab Magnesium Effluent March, July and November Grab Sodium Effluent March, July and November Grab Sodium Adsorption Ratio (SAR) By Calculation March, July and November Grab PHb Effluent March, July and November Grab a. Effluent from storage tank to spray irrigation fields. b. The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. If Groundwater sampling indicates or predicts problems with compliance with the Groundwater Standards, this permit may be modified to include additional and/or more restrictive limitations. 4. Three (3) copies of all operation and disposal records (as specified in condition II12) on Form NDAR-1 shall be submitted on or before the last day of the following month. Three (3) copies of all effluent monitoring data (as specified in condition 1113) on Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 6 Form NDMR-1 shall be submitted on or before the last day of the following month. All information shall be submitted to the following address; NC Division of Water Quality Aquifer Protection Program Section Land Application Permits and Enforcement Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 S. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each spray field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Manganese Potassium Calcium Percent Humic Matter Sodium Copper pH Zinc Magnesium Exchangeable Sodium Percentage Phosphorus Cation Exchange Capacity Base Saturation (by calculation) A record shall be maintained of all residuals removed from this facility. The record shall include the name of the hauler, the permit authorizing the disposal or a letter from a municipality agreeing to accept the residuals, the date the residuals were hauled, and the volume of residuals removed. 7. A maintenance log shall be maintained at this facility including, but not limited to, the following items: a. daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir, b. visual observations of the plant and plant site, C. record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing, diffuser inspections and cleanings, etc.), d. date of calibration of flow measuring device, and e. date and results of power interruption testing on alternate power supply. NONCOMPLIANCE NOTIFICATION: The Permittee shall report by telephone to the Washington Regional Office, telephone No. (252) 946-6481, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 7 characteristic, such as the known passage of a slug of hazardous substance through the facility or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. C. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (S) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. IV. GROUNDWATER REQUIREMENTS Well Construction / Abandonment Criteria: 1. Prior to beginning wastewater spray irrigation disposal operations, the existing monitoring well MW-13 (see permit WQ0001048) shall be permanently abandoned (see Figure 1). AlI wells must be abandoned by a North Carolina Certified Well Contractor according to North Carolina General Statute §87-94.4(b)(2). Within thirty (30) days of abandonment, a Well Abandonment Record (GW-30 form) shall be completed for each well abandoned and mailed to the following address: Aquifer Protection Program Section Land Application Permits and Enforcement Unit t636 Mail Service Center Raleigh, NC 27699-1636 2. Prior to beginning spray irrigation operations, monitor well MW-16 shall be installed to monitor groundwater quality. The well shall be constructed such that the water level in the well is never above or below the screened (open) portion of the well at any time during the year. The general location and name for the well is marked on Figure 1. The monitoring well shall be located at the Review boundary, constructed in accordance with this permit, and approved by the Washington Regional Office. The well must be constructed by either a North Carolina Certified Well Contractor, the property owner, or the property lessee according to General Statute 87-94.4(b)(2). If Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 8 the construction is not performed by a certified well contractor, the property owner or lessee must physically perform the actual well construction activities, and the well(s) must be constructed according to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and the local county rules. 4. The Washington Regional Office, telephone number (252) 946-6481, shall be notified at least forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of the monitoring well location. Such notification to the regional groundwater supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding'state holidays. 5. Within thirty (30) days of completion of all well construction activities, a certification must be received from a professional engineer or a licensed geologist certifying that the monitoring wells are located according to this permit. Sampling Criteria: 6. Monitor well MW-16 shall be sampled initially after construction and prior to waste disposal operations, and thereafter every February, June and October for the parameters listed below. Water Level* pH Chloride Fecal Coliform Total Ammonia (as N) Nitrate (NO3-N) Total Dissolved Solids (TDS) Total Organic Carbon (TOC) Volatile Organic Carbon (VOC) analysis - In OCTOBER ONLY *The measurement of water levels must be made prior to sampling for the remaining parameters. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measuring points (top of well casing) of all monitoring wells shall be surveyed relative to a common datum For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any down -gradient 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/1, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedance of this naturally occurring TOC concentration in the down -gradient wells shall be subject to the additional sampling and analysis as described above. For Volatile Organic Compounds (VOCs), use only one of the following methods: Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 9 1. Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less 2. Standard Method 6210, PQL at 0.5 ug/L or less 3. EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less 4. EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less 5. Another method with prior approval by the Aquifer Protection Section Chief. Any of the referenced methods used for VOCs must at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 0.5 ug/L or less, which must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents detected above the Method Detection Limit (MDL) but below the PQL of 0.5 ug/L must be qualified (estimated) and reported. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified for those parameters required. Reporting / Documentation: 7. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address: Aquifer Protection Program Section Land Application Permits and Enforcement Unit 1636 Mail Service Center Raleigh, NC 27699-1636 GW-1 is the Well Construction Form. GW-30 is the Well Abandonment Form. GW-59 is the Well Compliance Monitoring Form. Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Aquifer Protection Program Section's website at http://gw.ehnr.state.nc.us/ or requested from the address mentioned above. For the initial sampling of the monitor well MW-16, the permittee shall submit a copy of the GW-1 Form (Well Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the address listed in the "Reporting / Documentation" section of the Groundwater Requirements. Initial Compliance Monitoring Forms that do not include copies of the GW-1 form may be returned to the permittee without being processed. Failure to submit these forms as required by this permit may result in the initiation of enforcement activities pursuant to NC General Statute §143-215.6A. 9. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality Monitoring: Compliance Report Form) by the Aquifer Protection Program Section (address listed in the "Reporting / Documentation" section of the Groundwater Requirements), on or before the last working day of the month RECEIVED WATER 01JA1 ITY ;PrTION Contentnea Metropolitan Sewerage District AUG Permit Number WQ0022384 August 4, 2004 NON -DISCHARGE PERMITTING Page 10 following the sampling month. The data of all groundwater sampling analyses required by the permit conditions must be reported using the most recent GW-59 form along with attached copies of the laboratory analyses. 10. Within sixty (60) days of completion of monitoring well MW-16, the permittee shall submit two original copies of a scaled site map (scale no greater than 1 "=100'); however, special provisions may be granted upon prior approval for large properties. The map(s) must include the following information: a. The location and identity of each monitoring well. b. The location of major components of the waste disposal system. C. The location of property boundaries within 500 feet of the disposal area(s). d. The latitude and longitude of the established horizontal control monument. e. The elevation of the top of the well casing (which shall be known as the "measuring point") relative to a common datum. f. The depth of water below the measuring point at the time the measuring point is established. g. The location of Review and Compliance boundaries. h. The date the map is prepared and/or revised. Control monuments shall be installed in such a manner and made of such materials that the monument will not be destroyed due to activities that may take place on the property. Maps and any supporting documentation shall be sent to the Aquifer Protection Program Section as addressed in the "Reporting / Documentation" above. The permittee is responsible for the geographic accuracy of any map submitted, however produced. Applicable Boundaries: 11. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal system individually permitted after December 31, 1983 is established at either 250 feet from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation action according to 15A NCAC 2L .0106(d)(2). 12. The REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1). Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 11 Additional Requirements: 13. Waste application activities shall not occur when the vertical separation between depth of application and the water table is at less than one (1) foot. Verification of the water table elevation can be confirmed by water level readings obtained from the monitor well(s) near the site or auger boring(s), which must be done within 24 hours, prior to application of wastewater. Any open borings must be properly filled with native soil, prior to application to decrease the chance of any waste contaminating the groundwater. 14. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. V. INSPECTIONS Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three (3) years from the date of the inspection, and shall be made available upon request to the Division of Water Quality or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division of Water Quality may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans, specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 12 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and limitations contained in the permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A to §143-215.6C. 5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B.0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 213.0200 and 214.0500. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The Permittee, within 90 days following issuance of this permit, shall request modification of NPDES Permit No. NCO033077 issued to the Contentnea Metropolitan Sewerage District wastewater treatment facility. The modification shall amend the existing NPDES permit to allow the conjunctive use of treated wastewater as provided for in this permit. This permit in no way negates, precludes, or invalidates the most recent reissuance of NPDES Permit No. NC0033077, and the Permittee shall continue to comply with all conditions provided for therein. 9. No effluent spray irrigation will occur according to condition 8, Section 1T of this permit until sludge disposal areas designated Site A and C, Tract II, Zones 10, 11 and 12 are removed from permit WQ0001048. 10. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15 NCAC 211.0205(c)(4). 11. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time under such conditions and limitations as it may deem appropriate_ Contentnea Metropolitan Sewerage District Permit Number WQ0022384 August 4, 2004 Page 13 Permit issued this the 4th day of August, 2004. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION .f Alan W. Klimek, P.E., rector ivision of Water Quality By Authority of the Environmental Management Commission Permit No. WQ0022384 wArR E CEO EDo �f4 Contentnea Metropolitan Sewerage District AUG 2 V �fl Non-Discharge Permit No. WQ0022384 N01"ISCHARGE PERMITTING TING Wastewater Treatment and Spray Irrigation Facility ENGINEER'S CERTIFICATION I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the spray irrigation system serving the Contentnea Metropolitan Sewerage District located in Pitt County, hereby state that to the best of my abilities, due care and diligence was used in the observation of the following construction: a 212 gpm vertical turbine irrigation pump mounted in the plant's existing post -aeration basin, a propeller -type irrigation flow meter, approximately 3700 linear feet of 4-inch and 575 linear feet of 6-inch PVC force main to feed a fixed -set sprinkler system for irrigation onto 3.36 acres of grass at the plant site, and to feed a traveling gun irrigation system for irrigation onto 13.18 acres of tall fescue grass to be maintained in two fields on CMSD property north of the plant site, pursuant to the application received March 3, 2003 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. I certify that the construction of the above referenced project was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature: Date: Registration No. Mail this Certification to the: DENR/DWQ Attn: Ken Pohlig, P.E. Construction Grants & Section Design Management Unit 1633 Mail Service Center Raleigh, NC 27699-1633 EX7571NG CHLORINE _ - � Rew.ErexsssurTwo ETE � vENTlCaL NPBNEPLW': I / CONTAC7BA51N IX WALL r_r'CG3PLNGFB'CE PcsT �WRN WATbr-��bETE UEt>=XvnU✓-T I �_ fL I /'—/'LHEd VALYE ONC SUPPOR m :I —'V LfjytA .._._�.t 19 �- i r e• wTE vurE \ _ F / �P.U—TcotFTgx Els_o'Lex _ .._�. Q `�Q� ''j � ",- r �n (L� • • iPE. 1 r IHglGnnus FltiDs If � '---••� I ; lil � • • A • I IN'xaooeD+lw[,-1'DVTTERRLY YALV � \ T A}� p 1 I t NEw wnIL -- �I-_/'x6'Rf.lCER4-c'xs'xEbUCER e-fit 44. 1 ��µ �Y tl It I ,+i xEu si I `[ --OVI1AETER L I f • 4'FL_I y f ¢ stl J Ti Sli X 1l L4I J i3 BLOCK RFINFORCEMENT DETAIL Ie'k 12k12 coVCF>ETE i ¢ -S vnz6 ANT RDO ITYPOF 21 EWIPSR>+F FACR ENr �� -gale Is ikM rC DE R. Alb _-.- _ � E D,P I SEE EL REN WROAI 1R !I p CET0.R IHS SHER r NEW GIX1Cf6TE WµL�� C%6 srgm. •i /y VV !RE' NN.i$'. 35EDLT9 - �ti - lbxPt7,T(q PLLE EXISTMG YOS7AfRA710N $ASIN. mtJ ENAxx oor.e•DceP. NxEOOTJEA1gABIRI '• ~I II +1 TOM L)4PERM3n­URASRATN_$ 1NRMAETNANRBAEHH ERRWMm`KEFPp D �L VSNE NW.NAITFYOPR U.NNT$ E2 FEw.nnwarAcfu�Ea A StAPo+cR pVEavA�A'RYnUrtAarE.vIa. rMPEADA VnJrs�.e.M r.rn•nlls 22 ninN6FFET FAGNRER9 REWIREMFTIts BIRNOTLEes I •"� �. r'+"•'°�• io•e IX YABc.ILLR M n, RsB%NaWEYT00IDtl 11 flEINiFOAN A5R•NPN C T.NFW • I ! 5 �R n iL• iv �p[kp x6e i."FiipYiOR TPRv&LN.OIN 6BNLv VA4 EsnRS Y. •••i � F.>r. .0 � �.Pq x�r.unFa E ADIWTFA suC,x TxATTNE FipW TO 1AAVEUN. Wk bjtcNcpxNECT3 IEERDR SNIT 53 sw xv..ss. PLAN VIEW IRRIGATION PUMP STATION FE DI E<rOMA. REIURN ACWCCN q VP YETDEE E26 A03 A 9.79d c m,��! CLOSED VMFN TRAVFLLNO 3UN RBD tOR CPRAY NEWN WIRE [4IE. 6EE bJE mot `inn l�pwr e cILE ZB'=r' tl RIPuaTKxl REID6FREUEED ErnE lRi EET Fn All ABGYE aREAT7 P1NN3 ERR R9UUT®ANDlRJiT {;r:Ii• i�q ® .MRHERT TAPE ON 6UT'1-RRY VµVEsutO I iNSTIaIn1FNTAYpN AS xEdE55n RV TCAIiU:VRWFNE VALVE DPERITICN I NEJl0.1ARPU0.5AlO N[N+sATE1D BE N6TnLNi9A + ( 4 PRMETER of PUNP 6Vb stE WAflDML EkTA'L 9LIEET µpy Ex GSle TNYtl IXNTNt35TpUC1WEgNLLt BE 6ET 161N] N1L[aiFYPRE Wil1RN I A D6 ' pAEE-FIAT q=G SN><VN ON OEfALM16 &¢ET punRlNtµ _Y 6R� xD 6UPPD tNNCxE1s Tp 6E MlOE OFAIUMINUM. G[N�EAS�H, N LEVEE RIFF WIRI QIWTAND SMMS ACCOFDrvD SW.WP I . �. T. MANA'AcnlxElle REW WPREN 1s ]1 A F,� MgxAIE a„ 3 Jam!- ucrrtaaE \\ VELI,INGG - F vp�wl;~reaMlsat ions '/ILe` I'm P/E MOUNF9I TO NEW A]l3AlIDflLRS I 1Y00➢1m • CA EMEVTY �I'm Lu6NPPIPE ELAf.FS PRE96LPE ¢LIME y PnVebwJi] 1 W ` Fpp .�.��/(}( UIYAVT➢SLF6A2 ///q'��•y aq PELEA6EVAYE LYf�'�i 1i �'�'- NDEK WO 17. / GpNhiALTORTO DAADEAW NTE#WWr£CDNrp,K .., el. a MsANF sEEP6 CT EAW RIVFR I . . LMMIAFORREOIRREMENrs. WR tJ R �a o l4 ----�F'-"ffD�11�rcNct I'L BLFFER ffip.21P�DEfl PIPE \ POF —� .--- _ W♦Cg60-I ECTISEE�OR`EN ET$/y�./�'� &.4 fDIRAERAY VALVE 5°DF tlEVA110N peL �y' 'VIEW Bnfl9'�p HWPE F9r1 A� •• / TDW EL. YJ.50 3e]le CCNTA1L PdNr I LI pIT W A•xe'NCgEA6ER �.� _ ... � PA6ufiT�11:E � "J^ ENEkT�M'l{{llF"UATE8E6 � L tL� �� an•. DBCGNcpErE tTPE UUU ( ' PIMP DPP 50 AN,pR BOLF MR]N]PDST f PL I PEE XWASE aA�ICHENERS � 's UN. ffI �I - TDP C! FIR, ➢GOIIC REFE er .AnvEI, BEb )f 1 '3 � ISSS � 4• "- .- 4 x12'e 12'GOti ESL. e . WX 3e' 4PENIND N XEN wALL - - • S SECTION 1 GUARD RAIL MOUNTING DETAIL SCALE: S+8' .t•.>?` p SCAIB', T. VQ. ISOMETRIC VIEW OF IRRIGATION PUMP STATION . ! BOREl110 JAc%' �� ��� SEE DEiRL 9RE T ' _ Mq' 6EMH RN 1II"A TD PROWDE NEW IU, UNl F910E FOR THEIX Fr wORNEc.NrAGECNRMeEPo T\ fFAroNensN xEq NEW ]EwAIR, 6EE ELAN Nl'A' Ai ggNr. r I IIm RI ., P""', 's EveRl m•D.c ! i\ OVERALL SITE PLAN SCALE: I- - zo W CMAN LwM .ATE R A u.1j CNi, ECITVTA�T II4ANL IIFB`,m WAAI�A 81 � E' XEw xiq C3ATIDN PIIVP PosFAt-SATorvga6M NPW ElCEW All(, PFWRE Omtl EAIN�RL MLXCAAL hIa FENGNtlWs NEw CfWN LINK FENS 1'-0 tl1AN LMf .ATE n n 4 o0 V'r ep ZTs es• i LLu a W Vd G?0 ALu 1 L3 J Q� OIZ u 11 q W.qR PEAFa16:ED _ r�The SC 11Rx tt 5'-0' T-0• 5z• 11'-0 .I 3EE fiFHEi may^ Wooten ExE lEW Company PLAN VIEW OF CHLORINE CONTACT CHAMBER AND POST AERATION BASIN E 6� P,PE J WITH NEW SIDEWALK AND CHAIN -LINK FLANN NG FENCE LOCATION R T, AT ! Sm[e: W' c VV AF�N q� ® Rxpat —ND W+V. VIm NG I �KK[Mf RJD N5 IANfAaH ftYN SAVE. wiF .x, SHEEt Na. icu YR FL060 ELEVATION 26.0' 2 / FINAL DESIGN NOT RELEASED FOR CONSTRUCTION rs 8 SHEETs PigPER1Y � J FfUPEF�v OcslFVEN O. £�AN�Y pA 9sE,P all ROWEIiSwrtHN5030FSEN0.Y SRE iz, ......^ _ZaT .,�. •�22_� m I 'r ¢ �n \lll iCAPNEYENTWATA0.L di GAAIA: pUL t—ow aq[As -�// To NP1IReFA CEINaF"�ATEE—RM—O NnNb TOROTpioE2 27 MOMP--- -- -__ ----——— — —— - 0.NEA3—2jjjyyy���\\\ \\\ 20 2 \ 24 TaE CRANE 1WOLE _ TOP OFp.KE ,P R 76 TOE GO- LNG ` f- • , , .. -. 7.. m RTPI EDN1H1tTCp NAY IIEE SAME TRERCN TOORd SNAM.ALOPRPE 0.19 PAR4 EL , AFC . r OqM� i1YP1 X f 1 ,�/ 4.. HE,IVEq EAApE � P2'; _ :z"._ _ . _ppl_..,,. '•'• %•a' .• .;'�1; _.w'-.-_ _ •• S ._--' � /'I IEYALYE9 � — 6'TEE ANOOATE VALVE / AERC IRE87ER — 1 30A` 1Ap'WELLNIffEN YY 1" ', f ''`l 1\ WlORACIORTOl Or11E AIO � MR fELEASE MH e� f{ �\ 06NWflpN OG E%t5fifl:i 1 �3 fA'J PLNR PPIN6 AH]EIKTRUL 22 WE U / /� _ V � q Ij 7r Nr.P x ® � �X Lz urlLrtr }pPLF pN WE —__ B lllfliN3 •�, ._......�__�.'T]f -� 12'fGPOPAIN LNE -� aB'PCP O1taIN LNE X I m AL7pR O�effi hN5'41fV I. 3trtr NEW INRIgAl1ONPVMPBTATIbN AF0.A� 1T8EURPAP0.6NAYEMTN PATCN REMSEPMRR.SE£OETNL eA— _ \ SEE SNEETPA RA EORpETALE at ON SHffEOOREA[NIS, C4NTRpL ElSA111N6 x I a� -x 1ST STAGE AERATOCN UMN 13T STAGE AERATIGN BASIN LEGEND OWINOM 1 uroe KAs+N C FNNiG E NEW WORK pggIN VALVE rYY—�Yl WDSDSLNE x �!Y� Q1NTOliR6 ,y POW ER POLE b IAPAiE fiflNvr, 3ZLE 0 yaA1L$Mk Y r=Lf M --a—Z — --_ PUMPING SSATgN ls1 STAGE CCAnEER D1064TER PEEL SEAOEAERUM HAGIN �a � . 2N] STAGE AERATI9N EASN X-X-X-x-x-x-� h^; X 1E x x g � . z w LU N Z O Er CL IL 3 IL °- Q � i The Wooten Company z � 0 ENCINEERkhG � H V isLANJIN6 Q AE1GWfECTURE O11[ENLi1 NKNLHa.NG KG a9�E6U10w c trONpafH EOA,Aq AYE a: ANPVI. . o yNc[xa LL LU Ej) SHEETNC. LU Lu Ir 3 Ir r zpF SHEETS f