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HomeMy WebLinkAboutWQ0033804_Final Permit_20111007A �A. rrr�rir � CDE North Carolina Department of Environment and Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director October 7, 2011 Jennifer D. Scott,. Esq. — Vice President First Troy SPE, LLC P.O. Box 1757 Pittsboro, North Carolina 27312 Dear Ms. Scott: Natural Resources Bee Freeman Secretary Subject: Permit No. WQ0033804 Deerborne Cottages Wastewater Irrigation System Buncombe County In accordance with your change of ownership request received August 5, 2011, and subsequent additional information received September 28, 2011, we are forwarding herewith Permit No. WQ0033804 dated October 7, 2011, to First Troy SPE, LLC for the construction and continued operation of the subject wastewater treatment and wastewater irrigation facilities. The Permittee has been changed from Deerborne Cottages, LLC to First Troy SPE, LLC. Please note that 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. In addition, Session Law 2010-177 extended the Act by another year. Permit No. WQ0033804 falls within the scope of this Act and is therefore being extended until December 31, 2016. A renewal application must still be submitted six months in advance of the extended expiration date. This permit shall be effective from the date of issuance until December 31, 2016, shall void Permit No. WQ0033804 issued April 8, 2009, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B. Failure to establish an adequate system for collecting and maintaining the required operational information shall result in future compliance problems. For your convenience, customized electronic copies of your facility's NDMR and NDAR-1 reporting forms are available for download at: bttp://portaLncdenr.orgiweb/wq/atmos/l/lau/morting. AQUIFER PROTECTION SECTiON 1636 W4 Sera e Cente , Raleigh, North Garoiina 276999-1636 Locatbr; 2728 Capital 0ouiavar4, Raleigh, I,orih Carolina 27604 Phone: 911 '133-3221 i FAX 1:91' M-71.5-0538: FAX 2; 91 -715-6D 81 Custcmor Sery ^e:1.877-623-8748 :ntamat: www.ncwaterguality.org ©11,: NorthCarolina Ala t9l I� � Ms. Jennifer Scott October 7, 2011 Page 2 of 2 There are several ongoing compliance issues with the subject facility that will need to be addressed by First Troy SPE, LLC. Due to these problems, the facility is currently operating under partial engineering certification. Final certification will be required prior to operation of the entire system. The following deficiencies (identified during inspections conducted on September 29, 2009 and July 8, 2010) need to be addressed as soon as possible. ➢ Repair of the solenoid valve in irrigation Zone 4; ➢ Drip lines in Zones 1-5 need repairs to correct problems resulting from previous storm damage; ➢ A continuous recording turbidity meter must be installed. Staff has been documenting turbidity readings manually, which does not comply with permit requirement HI.15., or permit Attachment A. Please note the following permit conditions which are unique to this permit and require your attention: ➢ Condition I.3. - requires the Permittee to install a recording turbidity meter within ninety (90) days of issuance of this permit. ➢ Condition II.9. — verifies that the property line setback from irrigation areas has been reduced to 0 feet in accordance with 15A NCAC 02T .0506(c). ➢ Condition III.15. - requires the Permittee to irrigate effluent that is not in compliance with 15A NCAC 02T .0506(c) in Zones 1A, 1B, 2, 4, and/or 6 until such time as problems associated with the wastewater treatment plant have been corrected. 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. If you need additional information concerning this matter, please contact Lori Montgomery at (919) 715-6187 or Lori.Montgomery@ncdenr.gov. Sincerely, /Cole;�H. Sullins cc: Asheville Regional Office, Aquifer Protection Section Permit File WQ0033804 Notebook File WQ0033804 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 First Troy SPE, LLC Buncombe County FOR THE construction and continued operation of a 5,360 gallon per day (GPD) wastewater treatment and wastewater irrigation facility consisting of: twenty five (25) 1,000 gallon baffled septic tanks with effluent filters; a 3,000 gallon baffled surge tank with an effluent filter; three (3) 3,000 gallon interconnected recirculation tanks with the final tank containing two (2) 50 gallon per minute (GPM) recirculation dosing pumps and audible/visual high water alarms; a K -Rain Hydrotek 6000 flow distribution box; eight (8) E -Z TreatTM filter media pods with two (2) pods providing a denitrification return line to the 3,000 gallon surge tank; a 75 gallon concrete vault with a turbidimeter; a 50 GPM ultraviolet (LTV) disinfection system with six (6) bulbs; a 3,000 gallon field dosing tank with two (2) 14 GPM dosing pumps and audible/visual high water alarms; an effluent flow meter; a vortex screen filter; a precipitation sensor; a 14 kilowatt (kW) backup generator; a 123,000 gallon clay lined wet weather storage pond with approximately 77,600 gallons of effective storage (i.e., 14 days); approximately 3.06 acres of drip irrigation fields consisting of 9 zones and approximately 13,762 emitters rated at 0.53 gallons per hour (GPH); and all associated piping, valves, controls, and appurtenances; to serve Deerborne Cottages, with no discharge of wastes to surface waters, pursuant to the application received August 5, 2011, and subsequent additional information received by the Division of Water Quality, 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 December 31, 2016, shall void Permit No. WQ0033804 issued April S, 2009, and shall be subject to the following specified conditions and limitations: WQ0033804 Version 1.1 Shell Version 110920 . Pa. -e 1 of 9 L SCHEDULES In accordance with. 15A NCAC 02T .0 116, 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 shallprovide a final certificate of cam ietion 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. The Asheville Regional Office, telephone number (828) 296-4500, shall be notified at least 48 hours in advance (excluding weekends and holidays) of operation of the installed facilities such that an in- place inspection can be made. Notification to the Aquifer Protection Section's regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. 3. Within ninety (90) days of issuance of this permit, the Permittee shall install a continuously recording turbidity meter. 4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division forms. Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will renew the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. II. PERFORMANCE STANDARDS 1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate the effluent; the Permittee shall take immediate corrective actions including Division required actions, such as the construction of additional or replacement wastewater treatment or 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. 3. Effluent limitations shall not exceed those specified in Attachment A. 4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. 5. 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.0 106, 6. 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. In accordance with 15A NCAC 02L .0107(4), no wells, excluding Division approved monitoring wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L .0107(g). WQ0033804 Version 1.1 Shell Version 110920 Page 2 of 9 8. Except as provided for in 15A NCAC 02L .0107(8), the Permittee shall ensure any landowner who is not the Permittee and owns land within the compliance boundary shall execute and file with the Buncombe 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. 9. The facilities permitted herein shall be constructed according to the following setbacks: a. The setbacks for irrigation sites 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: 0* 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: 50 xiv. Nitrification field: 20 xv. Any building foundation or basement: 15 * The property line setback has been reduced to zero (0) feet in accordance with 15A NCAC 02T .0506(c). Effluent that does not meet the standards in 1 SA NCAC 02U .0301(a) shall be irrigated in the fields specified in Condition 111.15. and shall maintain a 50 foot setback to property lines. b. The setbacks for storage and treatment units shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 100 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: 50 10. The disposal system shall be connected to a rain or moisture sensor that shall indicate when wastewater application is not appropriate in accordance with Condition IIIA. and 111.5. of this permit. WQ0033804 Version 1.1 Shell Version 110920 Page 3 of 9 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. 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 backup shall visit the facilities in accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the previously cited rules. 3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is optimized, allows for even distribution of effluent and allows inspection of the irrigation system. 4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed in Attachment B. 5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. 6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. 7. Only effluent from Deerbome Cottages shall be irrigated on the sites listed in Attachment B. 8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment installation or while maintenance is being performed. 9. Public access to the irrigation sites and wastewater treatment and storage facilities shall be prohibited. 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 .0505. 11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. 12. Freeboard in the wet weather storage pond shall not be less than two feet at any time. 13. A gauge to monitor waste levels in the wet weather storage pond shall be provided. This gauge shall have readily visible permanent markings indicating the following elevations: maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage volume; and the lowest point on top of the dam. 14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e., outside toe of embankment to maximum allowable temporary storage elevation on the inside of the embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. WQ0033804 Version 1.1 Shell Version 110920 Pa -e 4 of 9 15. Should self monitoring indicate that the limit for fecal coliform (daily maximum concentration of 25 colonies per 100 mL) or turbidity (instantaneous maximum of 10 NM be exceeded, then all effluent shall be irrigated in Zones IA, 1B, 2, 4, and/or 6 until such time as problems associated with the wastewater treatment capability of the treatment plant have been corrected. N. MONITORING AND REPORTING RE UIREMENTS 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 average flow values shall be reported on Form NDMR. Flow may be estimated from water use records, provided the Permittee's water use is metered. Daily average flow values shall be calculated by dividing the monthly metered water usage by the number of days in the month. 4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for the parameters specified in Attachment A. 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; £ Weather conditions; and g. Maintenance of cover crops. 6. Freeboard (i.e., waste level to the lowest embankment elevation) in the wet weather storage pond shall be recorded weekly. Weekly freeboard records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. 7. Three copies of all monitoring data (as specified in Conditions N.3. and IV A.) on Form NDMR for each PPI and three copies of all operation and disposal records (as specified in Conditions N.S. and N.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 Quality Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 WQ0033904 Version 1.1 Shell Version 110920 Page 5 of 9 8. A record shall be maintained of all residuals removed from this facility. This record shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this record shall include: a. Name of the residuals hauler; b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality agreeing to accept the residuals; c. Date the residuals were hauled; and d. Volume of residuals removed. 9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this log shall include: a. 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.). 10. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each irrigation site listed in Attachment B. These results shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, the Standard Soil Fertility Analysis shall include the following parameters: Acidity Exchangeable Sodium Percentage Phosphorus Base Saturation (by calculation) Magnesium Potassium Calcium Manganese Sodium Cation Exchange Capacity Percent Humic Matter Zinc Copper pH 11. Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 296-4500, 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. WQ0033804 Version 1.1 Shell Version 110920 Page 6 of 9 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 log shall be made available to the Division upon request. 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the wastewater treatment and 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. 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 143-215.60. 2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the conditions of this permit, the Division approved plans and specifications, and other supporting documentation.. 3. This permit is effective only with respect to the. mature and volume of wastes described in the permit application, Division approved plans and specifications, and other supporting documentation. No variances to applicable rules governing the construction or operation of the permitted facilities are granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n). 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit 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. 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), WQ0033804 Version 1.1 Shell Version 110920 Page 7 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. 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 7th day of October, 2011 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION �f OleSullins, Director f Water Quality By Authority of the Environmental Management Commission Permit Number WQ0033804 WQ0033804 Version 1.1 Shell Version 110920 Page 8 of Permit No. WQ0033804 First Troy SPE, LLC Deerborne Cottages ENGINEERING CERTIFICATION ❑ Partial ❑ Final Wastewater Irrigation October 7, 2011 Buncombe County In accordance with 15A NCAC 02T .0 116, 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 _-- ..._._._.. i Mailing Address City State Zip I Telephone E-mail NC PE Scal, 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/S ecial Delivery: 1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604 WQ0033804 Version 1.1 Shell Version 110920 Page 9 of 9 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMCNTS PPI 001 -- W WTP Eluent Permit Number: WQ0033804 Version: 1.1 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCS Code Parameter Description Monthly Average Monthly Geometric Mean daily Minimum Daily Maximum Measurement Frequency Sample Type 50050 Flow, in conduit or thru treatment plant 5,360 GPD Monthly Calculated 00076 Turbidity, HCH Turbidimeter 10 NTU Continuous Recorder 00530 Solids. Total Suspended 5 mg/1 10 mg/1 4 X Year Grab 00310 €3013, 5 -Day (20 Deg. C) 10 trig/l 15 mg/1 4 X Year Grab 31616 Coliform, Fecal MF, M -FC 13roth,44.5C 14 #1100 ml 25 9/100 ml 4 X Year Grab 00610 Nitrogen, Ammonia Tatal (as N) - 00610 4 mg/1 6 mg/l 4 X Year Grab 00620 Nitrogen, Nitrate Total (as N) 4 X Year Grab 00625 Nitrogen, Kjeldahl, 'Dotal (as N) 4 X Year Grab 00600 Nitrogen, Total (as N) 4 X Year Grab 00665 Phosphorus, Total (as P) - 00665 4 X Year Grab 00400 pll - 00400 6.0 S.U. 9.0 S. U. Weekly Grab I . 4 X Year sampling shall be conducted in March, lune, September and December. WQ0033804 Version 1.1 Attachment A Page I of I THIS PAGE BLANK ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0033804 Version: 1.1 First Troy SPE, LLC — Deerborne Cottages IRRIGA'T'ION AREA INFORMATION APPLICATION LIMITATIONS Field Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter Hourly Rate Yearly Max Units 1A First Troy SPE, LLC Buncombe 35°43'59" 82°36'20" .20 01284 - Non -Discharge Application Rate 0.2 23.53 inches 1 B First Troy SPE. LLC Buncombe 35°43'57" 82036'22" .19 01284 - Non -Discharge Application Rate 0.2 23.53 inches 2 First Troy SPE, LLC Buncombe 35°43'58" 8236'21" .34 01284 - Non -Discharge Application Rate 0.2 23.53 inches 3 First Troy SPE, LLC Buncombe 35°43'55" 82°36'22" .45 01284 - Non -Discharge Application Rate 0.2 23.53 inches 4 First Troy SPE, LLC Buncombe 35°43'57" 82°36'23" .31 01284 - Non -Discharge Application Rate 0.2 23.53 inches 5 First Troy SPE, LLC Buncombe 35°43'55" 82036123" .33 01284 - Non -Discharge Application Rate 0.2 23.53 inches 6 First Troy SPE, LLC Buncombe 35°43'59" 82°36'15" .42 01284 - Non -Discharge Application Rate 0.2 23.53 inches 7 First.Troy SPE, LLC Buncombe 3543'57" 82036'13" .38 01284 - Nan -Discharge Application Rate 0.2 23.53 inches 8 First Troy SPE, LLC Buncombe 35°43'56" 82°36' 13" .44 01284 - Non -Discharge Application Rate 0.2 23.53 inches Totals 3.06 WQ0033804 Version 1.1 Attachment B Page l of 1 1 I sx tb F f .�'35 .,4 D € , -81 36 2 Off', 4 3, I% Y i Y � r 'a 2025`T�rcAlas LN '. ,rr.a�cry Calc Apr 23, 2002 lat 35 733OR-O' lor, -82 605766- eic,� 1949 it r '. 4775 It WQ0033804 — Deerborne Cottages 6 Deerborne Lane Weaverville, NC 28787 Latitude: 35' 44' 01" Longitude: -82' 36' 20" Ile ell 00, f W.7' 'Ile Ilk 40 25 70 ---XG beelbome Ln a0ch all kA R4 b 70 269�saniaat Ti Wl I jil 261 vTh L .km ED 2M Randw--Ndy (D 2M NAVrEQ I i 1N JJ �� OU E iR Ii I00 �wELL srrs f X11" oDSE_.� �4f��(�� /� "id! ` � /•ff • , •� r•saRNw 4 `t S. 1,6-7D R Imo_ �Ak'Ji6Et[1P�5 ML1VAn P.b. 4f4], W, Obi P7]M3.PTdi 1 l C .Y rl W-.-- am Ip J 2.600 61ioretl Em .t R.—un• :'SON 40 VL 370 FIPI�RN— L.4, f£loN 1. PVL 3.000 IbrpPY Nurtraox 2.6'6ee0 0VC '1 4inAvn ta641911a 12 A Ai 'N C1 r � �iiff 5 •� � i8 .a LB ------------ 5 1 n n U L m N N I S .5 1 L L 1 ' 1 �t '1l it 11 l Nit 17 d { � n it �id 4 �I.14 11,5 Roo3ONRoosT � cnPRttz:. HOUSE i Ir / urles.Pll�- r �'. I', PAL LUL P6,TRB:wr•I wRP.05. \ I ` os WC 05. I \ _ 97-062) 7 PC L 6: LDii! j AA,00-a=I E _ \\ I .l I ROUSES 4' • XOUS, /r - ox".03PAIESG411TRP 1, 1 5p vT13•a7.]wv'� ( i ��� f ��X°l6� Ir P-• ` ` ��'1/yam � /r - `' , •\ 'I '1 --------------------- F FFllaRer6ID7sl' i.1 I J r J dt�ypr 1 t s IL--IftAs' 1 TiBi4�VYFC3lt�`a; :, 7)it'I ' S41P100K YNDAN'.-------------- - 'HOUSE` J ENGINFER'R NOTE: ZONIS 3, S. 7, ANO B ARE WCTHIN SO FT OF A PROPERY LINE, THESE ZONES SHALL eB ELRPTTNATED FRDM THE IRRIGATION SCHEDULE IF ATURBIOM READING OF 10 N T.U. OR GREATER IS FNCOURTBAU. 4 ✓✓ Q. T ¢I�j SOALE IN FEET INRC5ON CALCULATIONS 1. A LESIRI FLCIY! OP 5360 GPO HAS BEP1 MCULATED. BASED UPON 25 RENTAL CRB66p 1W GPDIUNR NO ONE 3.BEDRWN MOBILE HOTS 0120 w0i BEDROOM PBVJ-'=i 1)114. 2. DESIGN USED ON IRRIWMCPN RATE 030.1525 INCHES PER WEEK (0.09.1175 GPD"F . SATURATED HYDRAULIC WNDUCTIVI7Y ANO MHER SOIL DATA FROM BROOKS ENGIN&S 116AS;ACIAT6 3. ORIGATION AREA N-M'i r 5.360 GP JMD27S GVDJFr . 333.084 PTI T3.0 ACBENUG }, TATTAnm AREA LE DMMINTO B 2ONE5 WTMATDTALWTT£O AREA OR 333,089 F71 (1,06ACRES) FOR AN EFFECTIVE LOADING Rfii=_ OF 0,4525 INCFESAYEEK, SITE NOTES: ATLSETBACrtSiI MNS(RUCTIONNEINODS AS SPECIFTEDIN 15ANEALOIT .0300 APPLY AND SIIPERCEDE ANY DRAWING OEPILTIONS HEREIN i. PER NMC NT,0506h1 RECLAIMED EFFLUENT STANDARDS ARE TO BE NET ANO,0R00 SMAOSM PROPERTYIRIES. AND COMFUANG4 BDL'NDAFLES APPLY TO IRRIGATION AREAS. 3. 31L Il R1GATIOH IRE$ TO BE INSTAISED ON CONTOUR AT GROUND SLPFAC: c FT D.C. 4. ALL IARIOATION LINE LOCATIONS SHAU. BE SURVEY STAKED -PRIOR TO CDIISTRUCTION. 5. CAUTION 9pSN8RAF7'b. RE; 3'05TFTtHIERY I.00'AROUBIPNHE 0I3 POGA L ARRL Se C44NET NU -10 FM SIBNA SE OQnUL S. 5rpl, ly CRITERIA, THE SETBPLK6 UTIL[iED Ik THIS DESIGN ARE THOSE FOR' WASTEWATER DRIP IRIOWIDN SYSTEM LOCATED TIN ISA NX OTT .OSDS. INO,UOING THE PROVISION IN .050RCI %rH REQUIRES IM SETBACKS FROM PROPERTY EINES SPE:3EICAULT. THE SETRAOC$ VTI=O ARE AS EOL.LDWS: IRRIGATION AREAS ANYHABTTABLE RESIDENCEUNAER SEPARATE OWNERSHIP TOO FT ANY PLCEOF PUBLIC AgEMBLY OWNED BY PERMITTE'_ i5 A` SURFACE WATTS LOO F* ANYWA7ERSVPPLYV1Eu 100 F PROPEFTY UNE 0 7PP OF OIT RANI: 19 FT PUCIC P30KT OF WAY 50 F' SURFACE WATER DIVBSm75 1c FT TREATMENT AND STORAGE 1JNTT5 ANY HABITABLE RESIDENCE UNDERSEPARAU OWNERSHIP 1GO AM• WATER SUPPLY SDLIIC 100 R SURFACE WATERS ANYIV47ER SUPPLY WE - r AIN MDPEAM UNE W 1? KEYNOTES: OPER ISA NCA^ 0z. 0108 THE R¢VIEW BOUNDARY HAS BEEN ESTAMJs TED r I THE COMPLIANCE RCNNDARY AND THE IRRIGATION AREA BOUNDARY. (� PER SSA NLAC OY 0107 AND ISA NGL 02T.09DG(C1 THE @MPUANCE v BOUNDARY HAS BEEN MARLISHED AS THE 3RRIGATIQN BOUNDARY OA EACP 20c OMA114ENT AND DOSING FACOLrrY TO BE LOCATED IN FRONT OF TH£ E'OSTING TWLER YMICH WILL B8 USED AS A HAINTI=NANO BUILDING. 4Q 14 • DAY WET WEATHER STORAGE POND OPROPOSED RENTAL f/BR4. PROPOSED RENTAL GRIN OFFACE, PROPOSED STORM EATER DETENTION PONO. ® EXISTMG WA'IIER APPLY VIELL. PROPOSED SEPTIC TANKS LOC.ATEDATTAE CABTNS, PbNDE MAIN LEN°INE INAr4: 11Yp Nu umPln (�T� IbuoPiv Lmtt !- 1 /�' ROM C .Y rl ( i ��� f ��X°l6� Ir P-• ` ` ��'1/yam � /r - `' , •\ 'I '1 --------------------- F FFllaRer6ID7sl' i.1 I J r J dt�ypr 1 t s IL--IftAs' 1 TiBi4�VYFC3lt�`a; :, 7)it'I ' S41P100K YNDAN'.-------------- - 'HOUSE` J ENGINFER'R NOTE: ZONIS 3, S. 7, ANO B ARE WCTHIN SO FT OF A PROPERY LINE, THESE ZONES SHALL eB ELRPTTNATED FRDM THE IRRIGATION SCHEDULE IF ATURBIOM READING OF 10 N T.U. OR GREATER IS FNCOURTBAU. 4 ✓✓ Q. T ¢I�j SOALE IN FEET INRC5ON CALCULATIONS 1. A LESIRI FLCIY! OP 5360 GPO HAS BEP1 MCULATED. BASED UPON 25 RENTAL CRB66p 1W GPDIUNR NO ONE 3.BEDRWN MOBILE HOTS 0120 w0i BEDROOM PBVJ-'=i 1)114. 2. DESIGN USED ON IRRIWMCPN RATE 030.1525 INCHES PER WEEK (0.09.1175 GPD"F . SATURATED HYDRAULIC WNDUCTIVI7Y ANO MHER SOIL DATA FROM BROOKS ENGIN&S 116AS;ACIAT6 3. ORIGATION AREA N-M'i r 5.360 GP JMD27S GVDJFr . 333.084 PTI T3.0 ACBENUG }, TATTAnm AREA LE DMMINTO B 2ONE5 WTMATDTALWTT£O AREA OR 333,089 F71 (1,06ACRES) FOR AN EFFECTIVE LOADING Rfii=_ OF 0,4525 INCFESAYEEK, SITE NOTES: ATLSETBACrtSiI MNS(RUCTIONNEINODS AS SPECIFTEDIN 15ANEALOIT .0300 APPLY AND SIIPERCEDE ANY DRAWING OEPILTIONS HEREIN i. PER NMC NT,0506h1 RECLAIMED EFFLUENT STANDARDS ARE TO BE NET ANO,0R00 SMAOSM PROPERTYIRIES. AND COMFUANG4 BDL'NDAFLES APPLY TO IRRIGATION AREAS. 3. 31L Il R1GATIOH IRE$ TO BE INSTAISED ON CONTOUR AT GROUND SLPFAC: c FT D.C. 4. ALL IARIOATION LINE LOCATIONS SHAU. BE SURVEY STAKED -PRIOR TO CDIISTRUCTION. 5. CAUTION 9pSN8RAF7'b. RE; 3'05TFTtHIERY I.00'AROUBIPNHE 0I3 POGA L ARRL Se C44NET NU -10 FM SIBNA SE OQnUL S. 5rpl, ly CRITERIA, THE SETBPLK6 UTIL[iED Ik THIS DESIGN ARE THOSE FOR' WASTEWATER DRIP IRIOWIDN SYSTEM LOCATED TIN ISA NX OTT .OSDS. INO,UOING THE PROVISION IN .050RCI %rH REQUIRES IM SETBACKS FROM PROPERTY EINES SPE:3EICAULT. THE SETRAOC$ VTI=O ARE AS EOL.LDWS: IRRIGATION AREAS ANYHABTTABLE RESIDENCEUNAER SEPARATE OWNERSHIP TOO FT ANY PLCEOF PUBLIC AgEMBLY OWNED BY PERMITTE'_ i5 A` SURFACE WATTS LOO F* ANYWA7ERSVPPLYV1Eu 100 F PROPEFTY UNE 0 7PP OF OIT RANI: 19 FT PUCIC P30KT OF WAY 50 F' SURFACE WATER DIVBSm75 1c FT TREATMENT AND STORAGE 1JNTT5 ANY HABITABLE RESIDENCE UNDERSEPARAU OWNERSHIP 1GO AM• WATER SUPPLY SDLIIC 100 R SURFACE WATERS ANYIV47ER SUPPLY WE - r AIN MDPEAM UNE W 1? KEYNOTES: OPER ISA NCA^ 0z. 0108 THE R¢VIEW BOUNDARY HAS BEEN ESTAMJs TED r I THE COMPLIANCE RCNNDARY AND THE IRRIGATION AREA BOUNDARY. (� PER SSA NLAC OY 0107 AND ISA NGL 02T.09DG(C1 THE @MPUANCE v BOUNDARY HAS BEEN MARLISHED AS THE 3RRIGATIQN BOUNDARY OA EACP 20c OMA114ENT AND DOSING FACOLrrY TO BE LOCATED IN FRONT OF TH£ E'OSTING TWLER YMICH WILL B8 USED AS A HAINTI=NANO BUILDING. 4Q 14 • DAY WET WEATHER STORAGE POND OPROPOSED RENTAL f/BR4. PROPOSED RENTAL GRIN OFFACE, PROPOSED STORM EATER DETENTION PONO. ® EXISTMG WA'IIER APPLY VIELL. PROPOSED SEPTIC TANKS LOC.ATEDATTAE CABTNS, PbNDE MAIN LEN°INE INAr4: 11Yp Nu umPln (�T� IbuoPiv Lmtt !- s_ $ A D' q6�Py,.r'`'i C W-.-- am Ip J 2.600 61ioretl Em .t R.—un• :'SON 40 VL 370 FIPI�RN— L.4, f£loN 1. PVL 3.000 IbrpPY Nurtraox 2.6'6ee0 0VC 1 36C 4inAvn ta641911a 12 A Ai 1,3 NOr PROPERTY UA'E I .. RWGATIOW REVIEYPlmb CDMPLIANCE eOUffiM, r WkFAC=m7m I� SO:L MM Urm BOUNDARY t! I ,^ _ _ •^ WA5TMATEP. 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