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HomeMy WebLinkAboutWQ0031070_Final Permit_20100329CDEH North Carolina Department o; Environment and Natural Resources Beverly Eaves Perdue Governor Frankie Pendergraph — President Barbour's Landing LLC P.O. Box 19691 Raleigh, North Carolina 27619-19691 Dear Ms. Pendergraph: Division of Water QualAy Coieen H. Sullins Director March 29, 2010 Dee Freeman} Secretary Subject: Permit No. WQ0031070 Cape Point RV Park Wastewater Irrigation System Carteret County In accordance with your permit minor modification request received February 19, 2010, we are forwarding herewith Permit No. WQ0031070, dated March 29, 2010, to Barbour's Landing LLC for the construction and operation of the subject wastewater treatment and wastewater irrigation facilities. Modifications to the subject permit are as follows: The project has been modified from a 25 lot subdivision to an RV park with spaces for 102 units and a pool. The facility name has been changed from Barbour's Lauding Subdivision to Cape Point RV Parr. Conditions I11.3. and IV.10. from the previous permit related to cover crop requirements have been removed. Note that an updated ORC designation form needs to be submitted to the Division of Water Quality's Technical Assistance and Certification Unit. Please submit this updated form within thirty. (30) days of permit issuance. Contact Beth Buffington at 919-733-0026 with any questions regarding this update. On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government Approvals Affecting the Development of Real Property Within the State," was enacted by the General Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the expiration date of certain government approvals and permits. Permit WQ0031070 falls within the scope of this Act and is therefore being extended until January 31, 2015. Per your permit, a renewal application must still be submitted six months in advance of the extended expiration date. Ms. Pendergraph March 29, 2010 Page 3 of 3 This permit shall be effective from the date of issuance until January 31, 2015, shall void Permit No. WQ0031070 issued February 20, 2007 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 pay special attention to the fallowing new or modified permit conditions: ➢ II.6. — requires the Permittee to include required green area in lot deeds in the event that the RV park changes to residential use in the future. A permit modification shall also be requested in the event of such occurrence, and documentation that green area has been properly recorded with the appropriate register of deeds shall be submitted to the Division. ➢ II.10.a. — requires the Permittee to obtain an easement from DOT in the event that a public right of way is established for the private road west of irrigation Zones 1, 2, and 3 in the future. ➢ II.IO.b. — requires the Permittee to record the 100 foot setback requirement between wastewater treatment/storage units and offsite residences for any affected parcels in the event that the RV park changes to residential use in the future. ➢ 11,11. — Requires the Permittee to submit Setback Waiver Forms and request a permit modification for all lots having property lines located less than 50 feet from wastewater treatment/storage units in the event that RV park changes to residential use in the future. ➢ III.4. — States that ponding in or runoff from the irrigation fields shall be considered a permit violation. Y 11I.12. — Prohibits irrigation onto Zones 1 and 4 in the event of a plant upset that would cause reclaimed water standards to be exceeded. ➢ IH.13.- Requires that pool filter backwash be directed to the wastewater treatment plant and that any pool draining discharge be in compliance with surface water standards for Class SA waters. ➢ 1H.14.- Requires the Permittec to establish winter and summer cover crops in the event that groundwater standards are contravened. ➢ IV.7. — requires submission of an annual report summarizing the performance of the wastewater treatment and irrigation facility. ➢ IV.14. — requires that any upset condition that prohibits irrigation onto Zones 1 and 4 be reported to the Aquifer Protection Section of the Wilmington Regional Office. Attachment A — contains effluent limitations and sampling requirements. Sampling parameters, limitations, frequencies are unchanged from the previous permit issuance. Ms. Pendergraph March 29, 2010 Page 3 of 3 Attachment B — contains allowable loading rates. Limitations are unchanged from the previous permit issuance. r Attachment C — contains monitoring well sampling requirements. Groundwater monitoring requirements are unchanged from the previous permit issuance, 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 filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. The approved site plan is being forwarded to you. If you need additional information concerning this matter, please contact Lori.Montgomery at (919) 715-6187 or iori.moutgomeryCncdenr.gov. Sincerely, r 91- Coleen H. Sullins cc: Carteret County Health Department Wilmington Regional Office, Aquifer Protection Section J.W. Forman, Jr., PE — Coastal Science & Engineering (P.O. Box 1643, Morehead City, NC 28557) Permit File WQ0031070 Notebook File WQ0031070 THIS PAGE BLANK NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH 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 Barbour's Landing LLC Carteret County FOR THE construction and operation of a 12,000 gallon per day (GPD) surface irrigation treatment and disposal facility consisting of a manually cleaned bar rack with 1/-inch spacings; a 4,500 gallon aerated flow equalization basin with two (2) 70 gallon per minute (GPM) grinder transfer pumps rated at 19 feet total dynamic head (TDH), and coarse air diffusers; an electromagnetic influent flowmeter; a flow splitter box with a methanol feed line; two (2) 1,519 gallon anoxic basins each with mixing air diffusers; an electromagnetic recycle flowmeter; two (2) 4,561 gallon aeration basins with two (2) 70 GPM transfer pumps rated at 19 feet TDH, fine air diffusers, NaOH feed lines, pH sensors and water level sensors; two (2) 690 gallon membrane filtration tanks with two (2) 15 GPM permeate pumps rated at 21 feet TDH and two (2) 50 cubic feet per minute (CFM) membrane scrub blower; an electromagnetic effluent flow meter; two (2) ultraviolet (UV) disinfection units each with two (2) lamps and a maximum capacity of 20 GPM; a 2,438 gallon dosing tank with two (2) 45 GPM dosing pumps rated at 130 feet TDH and audible/visual high water alarms; a methanol storage tank with a feed pump; a NaOH storage tank with two (2) feed pumps; two (2) 150 CFM positive displacement blowers serving the aeration and anoxic basins; two (2) 60 CFM positive displacement blowers serving the equalization basin; and sludge storage basin; a 7,500 gallon aerated sludge storage basin with coarse air diffusers and a supernatant airlift pump; a 10 kilowatt (kw) backup generator; eight (8) drip irrigation zones consisting of 1.79 acres and approximately 13,000 emitters rated. at 0.0013 GPM to serve 102 RV spaces and a 100 person capacity swimming pool, with no discharge of wastes to surface waters, pursuant to the application received February 10, 2010, and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until January 31, 2015, shall void Permit No. WQ0031070 issued February 20, 2007 and shall be subject to the following specified conditions and limitations: Version 1.1 Shell Version 100209 Page 1 of 10 1. SCHEDULES In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina Professional Engineer certifying that the permitted facility has been installed in accordance with this permit, Division approved plans and specifications, and other supporting documentation, including the location of all monitoring wells as applicable. If this project is to be completed in phases and partially certified, the Permittee shall retain the responsibility to ,track further construction approved under the same permit, and shall provide a final certificate of completion once the entire project has been completed. Mail the Certification to the Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636. 2. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be granted upon prior approval for large properties. At a minimum, the map shall 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 areas. d. The latitude and longitude of the established horizontal control monument. e. The elevation of the top of the well casing (i.e., 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 compliance and review 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 taking place on the property. The map and any supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636. 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. 4. In accordance with 15A NCAC 02H .0404(c), if the subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions of this permit, governing statutes or regulations, the subject facilities shall be connected to an operational publicly owned wastewater collection system within 180 days of its availability. Prior to the initiation of these connection activities, appropriate Division approval shall be received. 11. 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 disposal facilities. 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this facility. Version 1.1 Shell Version 100209 Page 2 of 10 I. 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. 4. Effluent limitations shall not exceed those specified in Attachment A. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. 6. A usable green area shall be maintained for effluent disposal. The green area shall have the capability of accommodating the facility's average daily flow without exceeding the green area loading rates. As defined in 15A NCAC 02H .0404(g)(7), a "green area" is an area suitable for waste disposal, either in its natural state or which has been modified by planting a vegetative cover of grasses or low growing shrubbery. In the event that the RV park changes to residential use in the future, then the Permittee shall note in the deeds of affected parcels any green area which is delineated on residential lots which are to be sold. A permit modification shall be requested in the event of such occurrence, and documentation that green area has been properly recorded shall be submitted to the Division.. 7. The compliance and review boundaries for the disposal system are specified by Rule 15A NCAC 02T .0910(a)(5) via Rule 15A NCAC 02T ,0506(c). Therefore, the compliance and review boundaries are established at the irrigation area boundaries. Any exceedance of standards at the compliance or review boundary shall require action in accordance with 15A NCAC 02L .0106. S. The Perrnittee shall apply for a permit modification to establish a new compliance boundary prior to any We or transfer of property affecting a compliance boundary. 9. 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). Version 1.1 Shell Version 100209 Page 3 of 10 10. The facilities permitted herein shall be constructed according to the following setbacks: a. The setbacks for irrigation sites permitted after September 1, 2006 shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 100 ii. Any habitable residence or place of public assembly owned by the Permittee: 15 iii. Any private or public water supply source: 100 iv. Surface waters: 100 v. Groundwater lowering ditches: 100 vi. Surface water diversions: 25 vii. Any well with exception of monitoring wells: 100 viii. Any property line: 01 ix. Top of slope of embankments or cuts of two feet or more in vertical height: 15 x, Any water line from a disposal system: 10 xi. Subsurface groundwater lowering drainage systems: 100 xii. Any swimming pool: 100 xiii. Public right of way: 502 xiv. Nitrification field: 20 xv. Any building foundation or basement: 15 xvi. Impounded public water supplies: 500 xvii. Public shallow groundwater ,supply: 500 '- The property line setback has been reduced to zero feet because the facility meets the requirements of 15A NCAC 021T .0506(c). In the event that the private road west of irrigation Zones 1, 2, and 3 is transferred to the Department of Transportation (DOT) and a public right of way is established, the Permittee shall obtain an easement from DOT as necessary. b. The setbacks for storage and treatment units permitted after September 1, 2006 shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 1001 ii. Any private or public water supply source: 100 iii. Surface waters: 50 iv. Any well with exception of monitoring wells: 100 v. Any property line: 502 ' In the event that the RV park changes to residential use in the future. then the Permittee shall note in the deeds of affected parcels that there is a 100 ft setback required between wastewater treatment/storage units and habitable residences not owned by the Permittee, and that any construction within that setback would be at the discretion of the owner. 11. In the event that the RV park changes to residential use in the future, then the Permittee shall submit Setback Waiver Forms (SWF 10-07 or most current version) for all lots that have property lines located less than 50 feet from wastewater treatment/storage units. The Permittee shall also request a permit modification to list any setback waivers in Condition II.10b. Any such setback waivers shall be recorded with the Carteret County Register of deeds for applicable lots. Version 1.1 Shell Version 100209 Page 4 of 10 III. OPERATION AND MAINTENANCE REOUIREMENTS 1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational functions, maintenance schedules, safety measures and a spill response plan. 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. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed in Attachment B. 4. Ponding in or runoff from the irrigation fields shall be considered a violation of this permit. 5. 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. 6. Only effluent from Cape Point RV Park shall be irrigated on the sites listed in Attachment B. 7. An automatically activated standby power source capable of powering all essential treatment units shall be on site and operational at all times. if a generator is employed as an alternate power supply, it shall be tested weekly by interrupting the primary power source. S. No automobiles or machinery shall be allowed on the irrigation sites except during equipment installation or while maintenance is being performed. 9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. 10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in accordance with 15A NCAC 02T .l 100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0508. 11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. 12. In the event that a plant upset is detected which would indicate that the effluent standards for reclaimed water cannot be met (i.e. turbidity > 10 ntu and/or fecal coliform > 25 #%100m1), then effluent shall not be irrigated onto irrigation Zones I and 4 until upset conditions have been corrected. 13. Due to this facility's proximity to Class SA waters, all pool filter backwash shall be directed to the wastewater treatment plant. In addition, any pool draining activity that is permitted by regulation pursuant to 15A NCAC 02T .0113(1), shall be effectively de -chlorinated prior to discharge and shall not contravene surface water standards associated with Class SA waters. 14. In the event that groundwater sampling shows that groundwater standards are contravened, the Permittee shall take immediate corrective actions including Division required actions, such as the establishment of both winter and summer period cover crops and removal of cover crop cuttings. Version •1.1 Shell Version 100209 Page 5 of 10 IV. MONITORING AND REPORTING REQUIREMENTS 1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sampling reporting schedule shall be followed, 2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for the required effluent, groundwater or surface water parameters. 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. 4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for the parameters specified in Attachment A. 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 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; and h. Maintenance of cover crops. 6. 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 Condition IV.5.) 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 Quality Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Version 1.1 Shell Version 100209 Page 6 of 10 7.. Pursuant to § 143-215,1C., the Permittee shall provide to its users and the Division of Water Quality an annual report summarizing the performance of the wastewater treatment and irrigation facility and the extent to which the facility has violated this permit, or federal or State laws, regulations, or rules related to the protection of water quality. This report shall be prepared on either a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the calendar or fiscal year. Two copies of the annual report provided to the Perrnittee's users shall be submitted to: Division of Water Quality Aquifer Protection Section. 1636 Mail Service Center Raleigh, North Carolina 27699-1636 A record shall be maintained of all residuals removed from this facility. This record shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this record shall include: a. Name of the residuals hauler; b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality agreeing to accept the residuals; c. Date the residuals were hauled; and d. Volume of residuals removed. 9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this log shall include: a. Date and results of power interruption testing on alternate power supply; b. Date of calibration of flow measurement device; c. Visual observations of the plant and plant site; and d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections and cleanings, etc.). 10. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non - discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for the parameters specified in Attachment C. All mapping, well construction forms, -well abandonment forms and monitoring data shall refer to the permit number and the well nomenclature as provided in Attachment C and FiiDge 1. 11. For initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form (GW-59) and a Well Construction Record Form (GW-1) listing this permit number and the appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW-59) without copies of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be returned to the Permittee without being processed. 12. 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 infon ation shall be submitted to the following address: Division of Water Quality Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Version 1.1 Shell Version 100209 Page 7 of 10 13. Noncompliance Notification: The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910) 796-7215; as soon as possible, but in no case more than 24 hours, or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is abnormal in quantity or characteristic, including the known passage of a hazardous substance. b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons, rendering the facility incapable of adequate wastewater treatment. c. Any facility failure resulting in a by-pass directly to receiving surface waters, d. Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. e. Ponding in or runoff from the irrigation sites. Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956,' (800) 858-0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure the problem does not recur. 14. Any upset condition that prohibits irrigation onto Zones 1 and 4 in accordance with Condition 111.12. shall be reported to the Aquifer Protection Section of the Wilmington Regional Office as soon as possible but not to exceed 24 hours following the event. V. INSPECTIONS ' 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the wastewater treatment and disposal facilities. 2. The Permittee or their designee shall inspect the wastewater treatment and disposal 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 lob shall be made available to the Division upon request. 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the wastewater treatment and disposal 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 leachate samples. Vl. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143- 215.6A to 143-215.6C. 2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the conditions of this permit, the Division approved plans and specifications, and other supporting documentation. Version 1.1 Shell Version 100209 Page 8 of 10 This permit is effective only with respect to the nature and volume of wastes described in the permit application; Division approved plans and specifications, and other supporting documentation. No variances to applicable rules governing the construction or operation of the permitted facilities are granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n). 4. The issuance of this permit does not exempt the Pernittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Pen -nit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the General Statutes. 5. In the event the permitted facilities change ownership or the 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. 6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities permitted herein. 7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC 02T .01050). S. 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. 9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). 10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A NCAC 02T .0105(e)(3). Permit issued this the 290 day of March, 2010 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION f leer ullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0031070 Version 1.1 Shell Version 100209 Page 9 of 10 Permit No. WQ0031070 Wastewater Irrigation System Barbour's Landing LLC dba Cape Point RV Park March 29, 2010 Cape Point RV Park Carteret County ENGINEERING CERTIFICATION ❑ Partial ❑ Final In accordance with 15A NCAC 02T .0116, I,_ as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility, hereby state to the best of my abilities that due care and diligence was used in the observation of the construction, such that the facility was built within substantial compliance and intent of this permit, the Division approved plans and specifications, and other supporting documentation, ❑ Any variation to this permit, the Division approved plans and specifications, and other supporting documentation has been documented in the attached as -built drawings, and shall serve as the Permittee's minor modification request to amend the permit accordingly. Provide a brief narrative description of any variations: Professional Engineer's Name Engineering Firm. Mailing Address City State Zip Telephone E-mail NC PE Seal, Signature & Date THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY AQUIFER PROTECTION SECTION LAND APPLICATION UNIT By U.S. Postal Service: By Courier/Special Delivery: 1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604 Version 1.1 Shell Version 100209 Page 10 of 10 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— WWTP Effluent Permit Number- WQ0031070 Version: 1.1 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average Monthly Geometric Mean Daily Minimum Daily Maximum Measurement Frequency Sample Type Flow, in conduit or thru treatment plant - 50050 12,000 GPD ContinunuS Recorder 130D. 5-Day (20 Deg. C) - 00310 - Summer 1 10 mg/l 15 113gll Weekly Grab 1301), 5-Day (20 Deg. C) - 00310 - Winter'` 10 nig/1 15 nag/I 2 X Month Grab solids -Total Suspended - 00530 - Summer' .5 mg/I 10 mgll Weekly Grab Solids. Tolal Suspended - 00530 - Winter 2 5 mgil 10 Mg/l 2 X Month Grab Coiirornt. Fecal NIP, M-FC Broth,44.5C - 31616 - Swurner 14 4/100 m1 25 #/100 m1 Weekly Grab Colifiorm. Fecal IV1F, M-FC Broth.44.5C - 31616 - Winter' 14 #l100 ntl 25 4/100 )TIl 2 X Month Grab Nitrogen, Ammonia "Total (as N) - 00610 - Summer' 4 1110 6 mg/1 Weekly Grab Nitrogen, Ammonia Total (as N) - 00610 - Winter 2 4 mg/l 6 mgll 2 X Month Grab Nitrogen. Nitrate `l'otal (as N) - 00620 - Summer F Weekly Grab Nitrogen, Nitrate Total (as N) - 00620 - Winter 2 2 X Month 6rab Nitrogen. Total (as N) - 00600 - Summer' 10 jug/1 Weekly Grab Nitrogen. Total (as N) - 00600 - Winter' 10 mgll 2 X N7011th G1rah Phosphorus. Total (as P) - 00665 Sunnier # 8 mgll Weekly Grab phosphorus. Total (as P) - 00665 - Winter 2 8 tng/1 2 X Month Grab pll - 00400 6,0 S.U. 9.0 S.u. Daily (5 X week) Grab Solids. 'rotal Dissolved- 180 Deg.0 - 70300 3 X Year Grab Chloride (as Cl) - 00940 3 X Year ; Grab 1. Sl[tiltner-- May through August. 2. Winter — September through April. 3. 3 X fear sampling shall be conducted Nlarch, July. and November. WQ0031070 Version 1.1 Attachment A Page I vr2 THIS PAGE BLANK WQ00310, ersion 1. 1 Attachment A e 2 of 2 ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Barbour's Landing LLC dba Cape Point RV Park— Cape Point RV Park Permit Number: WQ0031070 Version: 1.1 IRRIGATION AREA INFORMATION APPLICATION MMITA'rIONS Zone Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter hourly Rate Yearly IIIRx [snits ' Fill-bour's Landing LLC Carteret 34041'36" 76'33'05" 0.23 Leon 01284 - Application Surface Irrigation 0.60 90-66 inches 2 Barbour's Landing LLC Carteret 3404 ['35" 76033'05" 0.23 Leon 01284 - Application Surface Irrigation 0.60 90.06 inches 3 Barbour's Landing LLC Carteret W41'35" 76033'05" 0.23 Leon 0 [284 - Application Surface Irrigation 0.60 90.66 inches 4' Barbour"s Landing LLC Carteret 34041'36" 76°33'04" 0.26 Leon 01284 - Application Surface Irrigation 0.60 90.66 inches 5 Barbour's Landing LLC Carteret 34041'35" 76'33'04" 0.26 Leon 01284 - Application Surface Irrigation 0.60 90.66 inches 6 harbour's banding 1_1,C C'adcret 34041'35" 7633'04" 0.26 Leon 01284 - Application Surface Irrigation 0.60 90.66 inches 7 Barbour's Landing LLC Carteret W41'34" 76033'04" 0.14 Leon 01284 - Application Surface Irrigation 0,60 90.66 inches 8 Barbour's Landing LLC Carteret 34041'34" 76033'04" 0.19 Leon 01284 - Application Surface Irrigation 0.60 90.66 inches Totals 1.79 Please note that permit Condition Ill.l2. prohibits irrigation onto Zones I and 4 in the event of a plant upset that would cause reclaimed water effluent standards to be e exceeded. WQ0031070 Version 1.1 Attachment B Page 1 of 2 THIS PAGE BLAND WQ003IL Version 1.1 Attachment B 'age 2 of ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Barbour's Landing LLC dba Cape Point RV Park— Cape Point RV Pauk Permit Number: WQ0031070 version. 1.1 IRRIGATION AREA INFORMATION ArFLICA'FION LIMITATIONS Zone Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter dourly Rate 'early max Units I Barbour's Landing LLC Carteret 34°4 ['36" 76033'05" 0.23 Leon 01284 - Application Surface Irrigation 0.60 90.66 incites 2 Barbour's Landing LLC Carteret 34041 `35" 76°33'05" 0.23 Leon 01284 - Appl ication Srirlace Irrigation 0.60 90.66 incites 3 Barbour-s Landing LI.0 Carteret 34°41'35" 76'33'05" 0.23 Leon 01284 - Application Surthce fr6gation 0.60 90,66 inches 4 Barbour's Landing LLC Carteret 34041'36" 76"33'04" 0.26 Leon 01284 - Application Surface Irrigation 0.60 90.66 inches 5 Barbour's Landing LLC Carteret 34041'35" 76°33'04" 0.26 Leon 01284 - Application Surface Irrigation 0.60 90.66 incites 6 Harbour's Landing LLC Carteret 3404 F35" 76033'04" 0.26 Leon 01284 - Application Surface Irrigation 0,60 90.66 incites 7 Barbour's Landing LLC Carteret 34041'34" 76033'04" .0.14 Leon 01284 - Application Surface Irrigation 0.60 W66 inches 8 Harbour's Landing LLC Carteret 34041'34" 76' 33'04" 0.19 Leon 01284 - Application Surface Irrigation 0.60 90.66 incites I'atals L79 WQ0031070 Version I.1 Attachment B page I oft THIS PAGE BLAND WQ00310. dersion 1.1 Attachment $ age 2 of ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Monitoti-ing wells: MW-I, MW-2, and MW-3 Permit Numll,er: WQ0031070 Version: 1.1 GROUNDWATER CHARACTERiSTICS GROUNDWA'rERSTANDARDS MONITORING REQUiREMENTS Parameter Description - Parameter Code Daily Maximum Frequency Measurement Sample Type Footnotes Water level. distance from measuring point - 82546 3 X Year Calculated 1.2.3 pl I - 00400 6.5-8.5 s.0 3 X Year Grab 1.2 Colifortin. Fecal NIF, INI-FC: I3roth.44.5C - 31616 3 X Year Grab Solids. "Total Dissolved- 180 Deg,C - 70300 500 mg/I 3 X Year Grab f Carbon. Tot Organic (TOC) - 00680 3 X Year (.irah 1.6 Chloride (as CI) - 00940 250 tng/I 3 X Year Grab I Nitrogen. Ammonia Tolal (asN) - 00610 3 X Year Gran I Nitrogen, Ni[rate Total (as N) - 00620 10 mg/I 3 X Year Grab I Phosphonts, Total (as P) - 00665 - Summer 3 X Year Grab I Volatile Compounds. (OUNIS) - 78732 Annual Grab 1.4.5 I. 3 x Year monitoring shall he conducted in March. July & November, Annual monitoring sltall be conducted every November. 2. The measurement orwater levels shall be made prior to purging the wells. The depth to slater in each well shall he measured from the surveyed point on the top of the casing. '('lie measurement of pl l shall be made nfler purging and prior to sampling for the remaining parameters. 3. The measuring points (top of well casing) of all monitoring wells sltall be surveyed to provide the relative elevation of the treasuring point for each monitoring well. The measuring points (lop of casing) of all monitoring Nvells shall be surveyed relative to a coinmon datum. 4. Volatile Organic Compounds (VOC) - In November otily. analyze by one of the following methods: a. Standard Method 62301). PQL at 0.5 Erg/t, or less h, Standard Method 62101). PQL at 0.5 fug/L or less C. F.I'A Method 8021. Low Concentration. PQL at 0.5 fug/I, or less d. EPA Nlelhod 8260, Low Concentration_ PQI, at 0.5 brit. or less c. Another method with prior approval by the Aquifer Protection Section Chief Any method used must meet the following qualifications: a. A laboratory must he 1)WQ certified to run any method used. b. The method used must. at a minimum. include all [he constituents listed in'fable VIII of Standard Method 62301). c. The method used must provide a PQI, ol't1.5 lrg/t, or less that must be supported by laboratory proficiency studies as required by the DWQ Lahoralor)° Certification Unit. An}' constituents detected above the NIDL but below the PQf, of 0.5 1tg/t, must lie qualified (estimated) and reported. 5. 11' any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, Ilien the Wilmington Regional Office Aquifer 1rotection Supervisor, telephone number (910) 796-7215_ must he contacted immedia(cIv fir further instructions regarding any additional follow-up analyscs required, U 10C concentrations greater than 10 rag/1 are detected in any downgradient monitoring well. additional sampling and anal};sis must he conducted to identif, the 'individual constituents comprising this'1'0(' concentration. II'the T0C concentration as measured in the background monitor well exceeds 10 mg/l. this concentration will he taken to represent the 11RIurally nccuu'riug 'IOC concentration. Any excecdances of this naturally oceturritng'1'()C' concentration} in the downgradient wells shall he subiect to Iltc additional sampling and analysis as described above. WQ0031070 Version 1,1 Attachment C Page i of 2 7. kkmitoring wells shall he reported consistent with the nomenclature and location inRimiation provided in Figure t and this attachment. WQ00310. iersioti 1.1 Attachment C age 2 of qi. _� u � 'S n Tab w g .' u�• a 11 .n.� - e m. � " ; a �'"� � �issfttll Fk. '�^ ,•� � , rt u i._`°''% jji a r � ' ' `,} �+�t 4 �: �;,, �_ ,_ 3,. SY .. 3 k'�i.w:.:-: SITE DATA: Z --- „•-- NAG _ 1 _ I , '.v 1 Ai. ".-.11 _ ,. 1RaC1 LREa rEBi-771.a7 Sr 113.70 LCI znaI - lNFzoNE¢ EKISI INC LAND USE - VACAV HAW VC NURICR OF SPACES 10$ �'� �'--`--'-----'—'� '---.�. _ "" — " �'•— � " -'-- -�.y -ate,--_..,�__ EP.GE SPICE AREA 2,596 SF SMALL ESI SPACE AREA = 2.010 Sr CANA LAID USE PLAN CLASS1P=CATION a UNITES 7 NITERANSl11CIJCCISERVA710N FLOOD ZONES - AE ELi. AE ELT S WE •— �• �- .-• IAAEN FRO, NC FIRM PANEL 7,35. NAP k11118ER 372pr335003 JUL. 16. 2003, LINEAR !LET BE S7REETS ` •aAa . IURi LLEPVOIM7E UR-4s,1 PL OT Lr �N GREEN AREAS •.gpy l� �,�� r ED BASIN 1 I-" T--RNA-GGICALIR"rATMENTTANKS GDMPLUNCE - �^N�� w ,, •' . ... �'� R� l5lUGGEiIOLOINGTAI4K-`__-_ _- .L,. GREEN AREA SUMMARY 1 -} G0.1t AREA (S.F.i - - EOUIFMENTBUILOING _ _ •` - - /T2 1%`�• %� GA 2 4,BB9 ', GA4up B w' } r COMPLIANCE - �. B011tft7ARY _ _ _ �, 7'-^•� �, ! GA7 4.381 GAD 173E 3 GA 10 I GAZE 152 1•BD7 GA12 3a5 �' - ,- v'.'` I, CA14 42B 42BJ qqq �•' 'w".`^,•-,. ' ..��-���" nA�.,'. R,;w<r. /� -.� ,/ ri,4 743 TOTAL 30,9695 LEGEND AC ACRES AEC AREA ENVIRONMENTAL CONCERN CH CHORD CL CENTERLINE E% EXISTING FE FINISHEO ELEVATION IN INVERT LF LINEAR FEET MBE MINIMUM BUILDING LINE MH MANHOLE N/F NOW OR FORMERLY NHW NORMAL HIGH WATER R RADIUS REP REINFORCED CONCRETE PIPE R/W RIGHT DF WAY SF SCUARE FEET 75&V TAPPING SLLLVE A VALVE TW5P TOWNS" IP TYP TYPICAL 404 WETLAND W COASTAL MARSH SUBMERGEQ AQUATIC VEGF.T ATION ISAY1 WOOD PARKING GRAVE'_ is, —" .� ' 'r•\ - OFFER Bq Ck.'F' so�NO PI I 1 } I la I I 20"11,1 CLEARANC1I O H I�2C'£QG£ CLEARANCE I W3r_______E—� _ RUL R3oT STOP _-_.—._.—__.—._.___ EOP - E%ISi ING ROALI DRIVEWAY/ INTERSECTION DETAIL SCALE< N07 10 SCAL- SHEET &I CF I PROJECT 3T: PM1632-1 DESIGN FILE An 1632/1G32-1/PM1G32-'_RV Sketch B.dgr, c `.t �a 5'£LEVATED' ACCESS OVER IN AND C045T AL t 6yeo 30 0 60 12D SCALE: 1"= 60' -I EXISTING STREET CURVE DATA LENGTH 250. 14' RADIUS - G 200-DC' CH. BE AR I NC = $34.27'38"E CIA -LENGTH 265. 36' LENGTH fi?. 18' RAD[LIS r 1SC, CC' CH'SEARING - 587'S3'44'•£ CH.LENGTH = 5t.74' LENGTH RAQ I [!S Q t 50. 00' CH.REARINC = N58'41'19"E CH.LENGTH - 110.15' I D'FIRE ACCESS EASEMENT GRADED FDR HEAVY VEHICULAR ACCESS OF EM"L RGENCY-VEHICLES - 'GPTED1FfNCED TO PREVEN7 GENERAL PU6' IC USING EMERGENCY AC1E.55 ' €NS�a, AT ION ,DF EMERGE NC"'VEHiCLE - USE CNL'y,� SIGNS A7 ACCESS � y.l \ 5 cn Y I�4 \1 'L13 •1 \, �a E 4 ZOA'FVF (: � R b, fi A`f w P� s 4� AIASPKAL EU PHAL" 10 HADiUS 35 .1 y EXISTING OFFSET COL —DE —SAC DETAIL WITH IMPROVEMENTS SCALE: 1401 10 SCALE P 50. 0(1—. rEXISTINC R 50, EXISTING CUL—DE—SAC DETAIL WITH IMPROVEMENTS SCALE: NCT TO 5CALE a I� r 1 ftARKERS J DROWNS ISLANC I SL AND 53TF- $AEA SDU NO VICINITY NOTES: i: df 2(TAF lBEBACCE ITS EASEIEIBNE SHALLE BEAWIHTALNeD BETWEEN SPACES iY`6:. 3. So,Cfi S' 2EA ACCBS$ EASE VENTS SHALL BE NAINTAIHEO RE7WEEx A. RATERS Tit GE I'RpDV .", .1 HAR'Zi S Ist'w WATER A SEVEN. 5. pNCwOR i➢ 8E RPY}pVp By PR lvA'E -S 17E TREAFMFNT PLAN'. ELEtR P PR 1 EEO A. cnllT RES CWNTY EtEC TA iC CORPORaTI¢H. B ✓DLL CELF:CTRPCS TCI OE' LNOERRROVNO VIT— PROIECF• 7. I. UT1L,,, EA&LLEHI I➢ BE PROVIDED }WEDLAILLY OUTSIDE PRIVATE RIGHT pP WAY• R. C...t tL uAiRSN AND R0R— KILN W111? LINE FLAGGEO BV TER! RIME" .I1. 9. EIUe OO➢R ISS""1 0 *1van l 4A ERC,I.E. STOCKS. ON EGLIPMENT IM IN IN. A17,IN AR IN'Iiv1DUAtt[ REEoCREATION VEHICLE SPAC EW¢T BE SCREEN!_ FEW IA.1E AGUItIIND TENS IHC¢VN7YSGROIRMNL£R ECI. IN ACCOROaNCE N IN ME i0 NIELEI P71IAERHR WA. RODEN77 PRDR RECEPTACLES WHCNSHALBE KCGVEAEOYTT- F1111NLIDS- . P ICEAWAI"ENA N[E(, BUILDING NET IUPDSEO FOR THE RY PARR tZ. O 2 5A7 STORAGE 35 PROPOSED FOR InE RY PARR. t1. PARR NUS7 REST ALL RE OIIIAFNFNTs Dd FNE FL➢Op OAWSE PREVENT 1011 ORDINANCE. t. M"G OECSING 3CNEKD 10 AIS15 I, G" IV Q./FOR REIGYIL, REPAIR AND WNPRENANCE fAICAL 'wo P.R. INK SELL' 2. TNl•R ADIST R i2' G.C. 6.6 1R7 D SuIlDST R.SE . IA' O.C. r..A BAND 2IS RApo / ]N WODG DECS ING�� �PAYF11EN7 EECllD4 e EDGE 9 RUw' vs. ACBW 2- L@iE DRAWN IRID FNE GRDpNN !,_7 FFNLL SP T... A . PLAN VIEW SECTION A -A ELEVATED WOOD PARKING SECTION owQ ..i TlON SEC IN MAR 2 4 ZU10 5G.LE< NOT TD &GALE NOTE s+ SIZES CF LOTS YARv Z. EA➢N SITE Tp BE '"1.A TEG CN INC GROU4D Ell MARKERS OR 4ON4MEN79 G. A'L SPACES SHALE RF "' CEO TO PREVEnt WATLP ELM P""IN'- 0R ACC 1. 471HG ON OR AHWND I RECIREATIDN IVN{CLE SPACES 4. A,L SPACES ARE WIN IN A FLOW ZONE ANO &HALL GNAAPLY WITH IRE V—G EREV RIDER, TECALSPACE N ! TYPICAL LAYOUT REVISIONS: SCALE I`= 30, LL I GATE uar zaEmPrnaP:raasiaaA:rxna.'G 1200 ISLAND ROAD i., IcNT Icvrov !EL-6z vac oe1IL HARKENS ISLAND, N^. 28531 6 IWrINruA¢NKIPEp NSPAgEs PI Ntt 733a. 1 5. 61 .2926 r Err ISAEr�r9umED wcAs DB' 1 36 FG375 A tpr 'SAEVIOINNTP srE SITL PLAN W;IH Ww:' CAPE POINTE FORMERLY BARBOUR'S LANDING HARKERS ISLAND TWSP. CARTERFT COUNTY. NORTH CARRLINA CLIENT: BARBOUR'S LANDING- LLC DESIGNED: C/D FRANKIE PENO£RGRAPH R'CC ADDRESS: P,0. 8D% s31 DRAWN: ,,a•^�';"w,,,, RALE €G+t. NC' 276113-19691 GY7 PHONE: 914-755-055B CHECKED: Roc SEAL ;r STRQUD ENGINEERINGP.A. APPRgVEC: 13343 jr D; -' �'OINC4:QAQ�4 •'4�qV , / 151A HIGHWAY 24 RDC DATE.: t}4-�,r` ,G,.TL,A y4p BEHEAD CITY. N.C. 20557' /iZ62Ts2a7-V4 B IS" 2/08 — 1 . � 3 .[aLy� s )RONALD D.C`CTLLIPHE P.E. +"= 60,