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WQ0033455_Final Permit_20090226
" LT N-XA 4ZA NCDENR North Carolina Department of Environment and Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director February 26, 2009 DON NICKELL - VICE PRESIDENT LONGVIEW LAND Co., LLC THE CLIFFS AT HIGH CAROLINA, LLC 3598 HIGHWAY 11 TRAVELERS REST, SOUTH CAROLINA 29690 Dear Mr. Nickell: Natural Resources Dee Freeman Secretary Subject: Permit No. WQ0033455 The Cliffs at High Carolina Wastewater Surface Irrigation Buncombe County In accordance with your permit application request received October 23, 2008, and subsequent additional information received November 20, 2008, December 18, 2008 and January 15, 2009, we are forwarding herewith Permit No. WQ0033455, dated February 26, 2009, to Longview Land Co., LLC and The Cliffs at High Carolina, LLC for the construction and operation of the subject wastewater treatment and surface irrigation facilities. This permit shall be effective from the date of issuance until January 31, 2014, 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 note that several conditions are specific to this permit and require your attention: Condition I.1. — This condition requires the Permittee to conduct a geotechnical investigation and provide a monitoring and performance plan for zones 3B-30, 4B-34, 6A-31, 6A-32 and 6B-33. These zones have been conceptually approved; however, the Permittee is expressly prohibited from constructing and operating these zones without a major permit modification request and subsequent approval from the Division. Condition I2. — This condition requires the Permittee to submit a major permit modification request to add additional irrigation acreage if the average daily flow reaches 175,000 GPD prior to the modification of the subject permit to include the reclaimed golf course irrigation. Condition 1.5. — This condition requires the Permittee to construct and operate two new monitoring wells prior to operation of the facility. Please note that existing monitoring well MW - 2A is to be incorporated into the monitoring well network. The monitoring requirements for these three wells may be found in Attachment C. AQUIFER PROTECTION SECTION 1635 Mail Service Center, Raleigh. North Carolina 27699-1636 Location: 2728 Capital Boulevard. Raleigh, North Carolina 27644 Phone: 919-733-3221 1 FAX 1: 919-715-0588; FAX 2: 919.715-604$1 Customer Service1-877-523-6748 Internet: www.ncwaterguality.orq An E.uo, GpDuun %Athrmat e' -c: cn Employer on' - Norte Carolina Naturally Mr. Don Nickell February 26, 2009 Page 2 of 2 Condition II.10.a.viii. — This condition verifies that the property line setback from the irrigation area is 0 feet per compliance with 15A NCAC 02T .0506(c). In addition, this condition specifies that effluent not meeting reclaimed standards shall be irrigated in Zones 1, 2 and 3, while maintaining a 50 foot setback to property lines. Condition 111.16. — This condition requires the Permittee to irrigate effluent that is not in compliance with 15A NCAC 02T .0506(c) in Zones 1, 2 and/or 3 until such time that the problems associated with the treatment capability of the wastewater treatment plant have been corrected. Condition VIA. — This condition states that issuance of this non -discharge permit does not exempt the Permittee from complying with any and all statutes, rules, regulations or ordinances, which may be imposed by other local, state and/or federal government agencies that have jurisdiction. Attachment A — This attachment is separated into two Points Prior to Irrigation (PPI) based upon the two developmental phases. PPI 001 is for Phase I and has an average daily flow limit of 94,590 GPD. PPI 002 is for the combined Phases I & II and has an average daily flow limit of 148,840 GPD. Please note that prior to certification of Phase II, only FPI 001 shall be reported. Upon receipt of the Engineer's Certification for Phase II, only PPI 002 shall be reported. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Nathaniel Thornburg at (919) 715-6160 or nathaniel.thornburg@ncmail.net. Sincerely, 4, fColeen H. Sullins cc: Buncombe County Health Department Asheville Regional Office, Aquifer Protection Section Mark C. Brooks, PE — Brooks Engineering Associates, P.A. Technical Assistance and Certification Unit APS Central Files LAU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CONMSSIOV DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SURFACE 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 Longview Land Co., LLC & The Cliffs at High Carolina, LLC Buncombe County FOR THE operation of a wastewater treatment and surface irrigation disposal facility that includes the: construction and operation of a 200,000 gallon per day (GPD) wastewater treatment plant consisting of Phase I — a manually cleaned bar screen with 1'/z inch spacings; a 43,500 gallon aerated flow equalization tank with two (2) 70 gallon per minute (GPM) grinder lift pumps and served by a 112 cubic feet per minute (CFM) blower; a flow control splitter box served by a 55 gallon pH / alkalinity feed tank with a metering pump and mincer, an 11,300 gallon primary settling tank; a 2,880 cubic foot (f3) Aerobic Tower I with a 144 GPM recirculation pump; a 1,152 ft3 Anaerobic Reactor I; a 2,880 cubic foot (ft3) Aerobic Tower II with a 144 GPM recirculation pump; a 1,152 fl' Anaerobic Reactor 11; a 2,880 cubic foot (ft) Aerobic Tower III with a 144 GPM recirculation pump; a secondary flow control splitter box served by a 55 gallon alum tank with an injection pump and mixer; a 1,152 ft3 Anaerobic Reactor III with two (2) 70 GPM sand filter dosing pumps; an automatic backwash sand filter; a 21,263 gallon aerated sludge holding tank with a 124 GPM decanting pump; a 20,225 gallon aerated sludge thickening tank with a 124 GPM decanting pump; a 112 CFM blower serving the sludge holding and thickening tanks; a standby 112 CFM blower; a 250 CFM ventilation blower serving the aerobic towers (I -III); two (2) ultraviolet (W) disinfection banks with a total of 4 lamps; a flow meter; a turbidimeter; an auxiliary back-up power generator; and Phase H — a 43,500 gallon aerated flow equalization tank with an additional 70 GPM grinder lift pump and a 112 CFM blower; an 11,300 gallon primary settling tank; a 2,880 cubic foot (ft) Aerobic Tower N with a 144 GPM recirculation pump; a 1,152 ft3 Anaerobic Reactor N; a 2,$80 cubic foot (ft3) Aerobic Tower V with a 144 GPM recirculation pump; a 1,152 ft3 Anaerobic Reactor V; a 2,880 cubic foot (ft3) Aerobic Tower VI with a 144 GPM recirculation pump; a secondary flow control splitter box served by a 55 gallon alum tank with an injection pump and mixer; a 1,152 ft3 Anaerobic Reactor V1 with two (2) 70 GPM sand filter dosing pumps; an automatic backwash sand filter; a 21,263 gallon aerated sludge holding tank with a 124 GPM decanting pump; a 112 CFM blower serving the sludge holding tank; a 250 CFM ventilation blower serving the aerobic towers (N -VI); the WQ0033455 Version 1.0 Shell Version 090204 Page 1 of 12 construction and operation of a 148,840 GPD surface irrigation disposal facility consisting of: Phase I — a 30,338 gallon field dosing tank with two (2) 200 GPM field dosing pumps; a 2,407,115 gallon clay lined wet weather storage pond with an effective volume of 1,830,446 gallons; a precipitation sensor; a drip irrigation area consisting of 14 drip irrigation zones totaling 12.57 acres; and Phase H — two (2) 200 GPM field dosing booster pumps; an 1,850 gallon return flush pump tank (i.e., Return Flush Pump Tank 1) with two (2) 22 GPM flush flow return pumps; an 1,850 gallon return flush pump tank (i.e., Return Flush Pump Tank 2) with two (2) 22 GPM flush flow return pumps; a drip irrigation area consisting of 13 drip irrigation zones totaling 7.23 acres for a cumulative irrigation area of 19.80 acres; and the conceptual approval of: 5 drip irrigation zones totaling 6.81 acres (2.32 acres in Phase I and 4.49 acres in Phase 13) for a cumulative irrigation area of 26.60 acres (See Condition 1.1. and Attachment B); to serve The Cliffs at High Carolina, with no discharge of wastes to the surface waters, pursuant to the application received October 23, 2008, and subsequent additional information received by the Division of Water Quality (Division), and in conformity with the project plan, specifications, and other supporting data subsequently filed and 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, 2014, and shall be subject to the following specified conditions and limitations: I. SCHEDULES Due to landslide potential and slope stability concerns expressed by the Division of Water Quality and the North Carolina Geologic Survey, irrigation zones 3B-30, 4B-34, 6A-31, 6A-32 and 6B-33 have been conceptually approved. Conceptual approval means that the location, layout and associated setbacks for irrigation zones 3B-30, 4B-34, 6A-31, 6A-32 and 6B-33 are approved, however, the instantaneous and annual loading rates are not approved. Thus, the instantaneous and annual loading rates for these zones are 0 inches/hour and 0 inches/year, respectively (See Attachment B). Subsequently, the Phase I average daily flow is limited to 94,590 gallons per day (GPD) and the Phases I & II combined average daily flow is limited to 148,840 GPD (See Attachment A). In order to fully approve these zones, thus permitting instantaneous and annual loading rates allowing the Phases I & II combined average daily flow to reach 200,000 GPD, the Permittee shall submit a major modification request including the following information: a. A geotechnical investigation shall be conducted on drip irrigation zones 3B-30, 4B-34, 6A-31, 6A-32 and 6B-33. The investigation shall determine under what conditions the soil -bedrock interface could become fully saturated, thus resulting in the loss of cohesion. Based on the results of the geotechnical investigation, the Permittee shall provide detailed calculations specifying instantaneous and annual loading rates that will not exceed the determined factor of safety. The additional average daily flow for Phase H shall be calculated based on these results. The resulting geotechnical investigation report shall be signed, sealed and dated by a certified geotechnical engineer. b. The Permittee shall also provide a monitoring and performance measurement plan for irrigation zones 3B-30, 4B-34, 6A-31, 6A-32 and 6B-33. The Division recommends the placement of slope pins followed by monthly or quarterly monitoring. If this method of monitoring is chosen, provide the location of slope pin monitoring sites. Please note that construction and/or operation of these zones without modification of this permit based upon the geotechnical investigation findings and subsequent approval from the Division of Water Quality is expressly prohibited. WQ0033455 Version 1.0 Shell Version 090204 Page 2 of 12 2. Division review of the provided agronomic analysis indicated the irrigation fields are nutrient limited thus requiring 29.8 acres of irrigation area, however, only 26.6 acres is provided. Since the facility is proposed to become a conjunctive reclaimed utilization site when the golf course is constructed, the Division will permit the facility as proposed. However, if at any time the average daily flow reaches 175,000 GPD prior to modification of this permit to include the conjunctive reclaimed golf course irrigation, then the Permittee shall submit a major modification request to add the additional 3.23 acres of irrigation area required in the agronomic analysis. Upon completion of construction and prior to operation of this permitted facility, a certification (see attached form) shall be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved pians and specifications, and other supporting materials including the location of all monitoring wells as applicable. If this project is to be eom leted in phases and partially certified you. shall retain the responsibility.to track further construction approved under the same permit, and shall provide a final certificate of completion once the entire proiect has been completed. Mail the Certification to the Aquifer Protection Section, Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636. 4. The Asheville Regional Office, telephone number (828) 296-4500, shall be notified at least forty- eight (48) hours in advance (excluding weekends and holidays) 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 the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. New monitoring wells MW -1F and MW -1G shall be approved by the Asheville Regional Office, telephone number (828) 296-4500 prior to installation and installed prior to beginning waste disposal operations. Monitoring wells MW -1F and MW -10 are to be located along the compliance/review boundary. The regional office shall be notified at least forty-eight (48) hours prior to (excluding weekends and holidays) the construction of any monitoring well. Such notification to the regional Aquifer Protection 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. The well(s) 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 and in accordance with 15A NCAC 02C .0108. The general location and name for each well is marked on Figure 1. See also well construction form submittal requirements in Section N. of this permit. 6. Within sixty (60) days of completion of monitoring wells MW -1F and MW -1G, 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. The maps and any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible for the geographic accuracy of any map submitted, however produced. WQ0033455 Version 1.0 Shell Version 090204 Page 3 of 12 7. Prior to operation, all monitoring wells and piezometers installed as part of the hydrogeologic study, excluding MW -2A, shall be permanently abandoned. Within thirty (30) days of abandonment, a Well Abandonment Record (GW -30 form) that lists this permit number and the appropriate monitoring well identification number shall be completed for each well abandoned and mailed to N.C. Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The well(s) must be abandoned by a North Carolina Certified Well Contractor according to the North Carolina Well Construction Standards (15A NCAC 02C .0113) and local county rules. A waste -level gauge, to monitor waste levels in the clay lined wet weather storage pond, shall be installed prior to operation. 9. 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 that Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. H. PERFORMANCE STANDARDS The wastewater treatment plant and surface irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contravention of groundwater or surface water standards. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, 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, such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground or surface waters resulting from the operation of this facility. All wells that are 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 state and local laws and regulations pertaining to well construction. 4. Effluent limitations shall not exceed those specified in Attachment A. 5. Application rates, whether hydraulic, nutrient, or other pollutant shall not exceed those specified in Attachment B. The COMPLIANCE and REVIEW BOUNDARIES for the irrigation areas are established at the irrigation area boundaries per 15A NCAC 02T .0506(c). Any exceedance of standards at the Compliance or Review Boundary shall require action in accordance with 15A NCAC 02L .0106. 7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that affects a compliance boundary to establish a new compliance boundary. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g), WQ0033455 Version 1.0 Shell Version 090204 Page 4 of 12 9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any landowner w who owns land within the compliance boundary, but who is not the permittee, shall execute and file with the Register of Deeds in the county in which the land is located an easement running with the land that contains 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. 10. 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 0 feet in accordance with 15A NCAC 02T .0506(c). Effluent that does not meet the standards in 15A NCAC 02T .0906(a) shall be irrigated in the fields specified in Condition 111.16. and shall maintain: a 50 foot setback to property lines. b. The setbacks for treatment and storage 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 11. The Operational Agreement (Attached) between the Permittee and the Environmental Management Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance with the terms and conditions of this permit. WQ0033455 Version 1.0 Shell Version 090204 Page 5 of 12 12. The disposal system shall be connected to a rain or moisture sensor that shall indicate when wastewater application is not appropriate in accordance with Conditions IIIA. and 111.5. of this permit. III. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance schedules, safety measures, and a spill response plan. 2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows for even distribution of effluent, and allows inspection of the irrigation system. 4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field. 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 waste application equipment must be tested and calibrated at least once per permit cycle. Records of the calibration must be maintained for five years. 7. No type of wastewater other than that from The Cliffs at High Carolina shall be irrigated onto the irrigation area. 8. An automatically activated standby power source shall be on site and operational at all times capable of powering all essential treatment units. If a generator is employed as an alternate power supply, it shall be tested weekly by interrupting the primary power source. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled. 11. The residuals generated from these treatment facilities must be disposed / utilized in accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T.0508. 12. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 13. Freeboard in the clay lined wet weather storage pond shall not be less than two feet at any time. 14. A waste -level gauge, to monitor waste levels in the clay lined wet weather storage pond, shall be provided. This gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage volume, and the lowest point on top of the dam elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge. WQ0033455 Version 1.0 Shell Version 090204 Page 6 of 12 15. A protective vegetative cover shall be established and maintained on all earthen basin embankments (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 basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 16. Should self monitoring indicate that the limit for fecal coliform (daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) is exceeded, all effluent shall be irrigated in Zones 1, 2 and/or 3 until such time that the problems associated with the treatment capability of the wastewater treatment plant have been corrected. IV. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to ensure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory certified by the Division for the required parameters) under 15A NCAC 02H.0800. 3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be reported on Form NDMR. The Permittee shall install and maintain an appropriate flow measurement device consistent with approved engineering and scientific practices to ensure the accuracy and reliability of 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 measurements is consistent with the accepted capability of that type of device. The Permittee shall keep records of flow measurement device calibration on file 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, and c. Percent from true flow. 4. The effluent from the subject facilities shall be monitored by the Permittee at the frequencies and locations for the parameters specified in Attachment A. 5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These records shall include, but are not necessarily limited to, the following information: a. Date of irrigation, b. Volume of wastewater irrigated, c. Field irrigated, d. Length of time field is irrigated, e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B for each field, g. Weather conditions, and h. Maintenance of cover crops. 6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the clay lined wet weather storage pond shall be recorded weekly. WQ0033455 Version f.0 Shell Version 090204 Page 7 of 12 7. A record shall be maintained of all residuals removed from this facility. This record shall include the name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed. 8. A maintenance log shall be maintained at this facility including but not limited to the following items: a. Visual observations of the plant and plant site. b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing, diffuser inspections and cleanings, etc.). c. Date of calibration of flow measurement device. d. Date and results of power interruption testing on alternate power supply. 9. Monitor wells shall be sampled after construction and within 3 months prior to initiating waste disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the parameters specified in Attachment C. All mapping, well construction forms, well abandonment forms and monitorinz data shall refer to the permit number and the well nomenclature as -provided -in Attachment C and Figrure 1. 10. For the initial sampling of the well as specified elsewhere in the permit, the permittee shall submit a copy of the GW -1 Form (Well Construction Record) that lists this permit number and the appropriate monitoring well identification number with the Compliance Monitoring Form (GW -59) for that well. Initial Compliance Monitoring Forms that do not include copies of the GW -1 form are incomplete and may be returned to the permittee without being processed. 11. Two (2) copies of the results of the sampling and analysis must be received on Form GW -59 (Groundwater Quality Monitoring: Compliance Report Form,), along with attached copies of laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month following the sampling month. Form GW -59 shall include the number of this permit and the appropriate well identification number. One Form GW -59a certification form shall be provided for each set -of sampling results submitted. 12. Three (3) copies of all monitoring data [as specified in Conditions N.3. and IVA] on Form NDMR for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV.S and IV.6.] on Form NDAR-1 for every field 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 13. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each irrigation field and the results maintained on file by the Permittee for a minimum of five years. The 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 Base Saturation (by calculation) Phosphorus Cation Exchange Capacity Exchangeable Sodium Percentage WQ0033455 Version 1.0 Shell Version 090204 Page 8 of 12 14. 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 wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances including ponding in the irrigation field or runoff from the irrigation fields. 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 disposal system resulting in a by-pass directly to receiving waters. d. Any time that self-monitoring information indicates that the facility has gone out of compliance with its permit limitations including, but not limited to, freeboard measurements, effluent limitations, exceedances of groundwater standards, or overloading of any field. For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours must be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733- 3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. V. INSPECTIONS 1. Adequate inspection and maintenance shall be provided by the Permittee to ensure 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 five years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. WQ0033455 Version 1.0 Shell Version 090204 Page 9 of 12 VI. GENERAL CONDITIONS 1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. 2. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 3. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. No variances to applicable rules governing the construction and / or operation of the permitted facilities are granted unless specifically requested and granted in this permit. 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 0211 .0500. 5. 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 on official Division form(s), 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. The Permittee of record shall remain fully responsible for compliance until a permit is issued to the new owner. The Permittee shall retain a set of approved plans and specifications for the life of the facilities permitted herein. 7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or permitted under another permit issued by the appropriate permitting authority. The Permittee must pay the annual fee within thirty (30) Failure to pay the fee accordingly may cause the Division pursuant to 15A NCAC 02T .0105(c). Permit issued this the 26"i day of February 2009 days after being billed by the Division. to initiate action to revoke this permit NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION �- C,, oleen . Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0033455 WQ0033455 Version 1.0 Shell Version 090204 Page 10 of 12' Permit No. WQ0033455 February 26, 2009 ENGINEER'S CERTIFICATION Partial Final T, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, fall time) the construction of the project, Project Name Location and County for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date Registration No. WQ0033455 Version 1.0 Shell Version 090204 Page 11 of 12 WQ0033455 Version 1.0 Shell Version 090204 Page 12 of 12 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— Phase I WWTP Effluent t Permit Number: WQ0033455 Version: 1.0 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average 2 Weekly Average Daily Maximum Measurement Frequency Sample Type BOD, 5 -Day (20 Deg. C) — 00310 l0 mg/l 15 mg/l Monthly Composite Chloride (as Cl) -- 00940 3 x Year 3 Composite Coliform, Fecal MF, M -FC Broth, 44.5C-31616 14 #/100 ml 25 4/100 ml Monthly Grab Flow, in Conduit orthru Treatment Plant — 50050 94,590 GAD Continuous Recording Nitrogen, Ammonia Total (as N) — 006t0 4 mg/l 6 mg/l Monthly Composite Nitrogen, Nitrate Total (as N) — 00620 Monthly Composite Nitrogen, Total (as N) — 00600 Monthly Composite pH — 00400 6 - 9 S.U. Daily (5 x week) Grab Phosphorus, Total (as P) — 00665 Monthly Composite Solids, Total Dissolved — 70300 3 x Year 3 Composite Solids, Total Suspended — 00530 5 mg/l 10 mg/l Monthly Composite Turbidity, HCH Turbidimeter — 00076 10 ntu Continuous Recording 1. PPI 001 shall be sampled and reported until Phase lI construction is complete and the Engineer's Certification is submitted. Once Phase II is operational, PPI 001 shall no longer be reported and the requirements in PPI 002 shall be sampled and reported. 2. Monthly average for Fecal Colirorm shall be a geometric mean. 3. 3 x Year sampling shall be conducted March, July and November. WQ0033455 Version 1.0 Attachment A Page I of 2 PPI 002 — Phases I & II WWTP Effluent t EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code (Monthly Average z Weekly Average Daily Maximum Measurement Frequency Sample Type BOD, 5 -Day (20 Deg. C) — 00310 10 rag/l 15 mg/l 2 x Month Composite Chloride (as Cl) -- 00940 3 x Year 3 Composite Coliform, Fecal MF, M -FC Broth, 44,50-31616 14 #/t00 ml 25 #/100 ml 2 x Month Grab Flow, in Conduit or thru Treatment Plant— 50050 148,840 GPD Continuous Recording Nitrogen, Ammonia Total (as N) — 00610 4 tag/l 6 mg/l 2 x Month Composite Nitrogen, Nitrate Total (as N) — 00620 2 x Month Composite Nitrogen, Total (as N) — 00600 2 x Month Composite pH — 00400 6-9 s.u. Daily (5 x week) Grab Phosphorus, Total (as P) — 00665 2 x Month Composite Solids, Total Dissolved — 70300 3 x Year' Composite Solids, Total Suspended — 00530 5 mg/l 10 mg/l 2 x Month Composite Turbidity, HCH Turbidimeter — 00076 10 ntu Continuous Recording 1. PPI 002 shall not be sampled and reported until Phase 11 construction is complete and the Engineer's Certification is submitted. Once Phase II is operational, PPI 001 shall no longer be reported and the requirements in PPI 002 shall be sampled and rcported. 2. Monthly average for Fecal Coliform shall be a geometric mean. 3. 3 x Year sampling shall be conducted March, July and November. WQ0033• Version I.0 Attachment A ge 2 of 2 ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0033455 Version: 1.0 Longview Land Co., LLC & The Cliffs at High Carolina, LLC - The Cliffs at High Carolina IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS Field Phase Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter Hourly Rate Yearly Max Units IA -I 1 Longview Land Co., LLC Buncombe 350 33' 56" -820 21' 20" 0.44 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 inches [A-2 I Longview Land Co., LLC Buncombe 35'33'53" -82021'21" 0.79 Pigeonroost 01284 --Application Surface Irrigation 0.3 104 inches I A-3 I Longview Land Co.. LLC Buncombe 350 33' 50" -82'21'21" 1.11 Pigeonroost 01284- Application Surface Irrigation 0.3 104 inches IB -5 I Longview Land Co., LLC Buncombe 350 33' 46" -82'21'20' 0.94 Chestnut 01284 - Application Surface Irrigation 0.3 104 inches IB -6 I Longview Land Co., LLC Buncombe 35'33'46" -82'21'16" 0.69 Pigeonroost 01284 -Application Surface Irrigation 0.3 104 inches I B-9 I Longview Land Co., LLC Buncombe 35'33'45" -82'21' 16" 0.16 Saluda 01284 - Application Surface Irrigation 0.3 104 Inches IB -10 I Longview Land Co.. LLC Buncombe 35'33'45" -820 21' 14" 0.18 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 Inches 2A-12 I Longview Land Co., LLC Buncombe 35'33'55" -820 21'08" 1.02 Evard 01284 - Application Surface Irrigation 0.3 104 Inches 2A-15 1 Longview Land Co., LLC Buncombe 350 33'56" -82'21'05" 1.60 Evard 01284 - Application Surface Irrigation 0.3 104 Inches 213-I4 1 Longview Land Co., LLC Buncombe 35° 33'57" -82'21'07" 0.96 Cowee 01284 - Application Surface Irrigation 0.3 104 Inches 2B-16 I Longview Land Co., LLC Buncombe 35'33'59" -820 21' 05" 1.69 Cowee 01284 - Application Surface Irrigation 0.3 104 Inches - 3A -7 1 Longview Land Co., LLC Buncombe 35033'48" -82'21'14" 1.46 Pigeonroost 01284 -Application Surface Irrigation 0.3 104 inches 3A-8 I Longview Land Co., LLC Buncombe 35'33'49" -82'21' 12" 0.70 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 inches 3A-13 I Longview Land Co., LLC Buncombe 35" 33'53" -820 21' 07" 0.84 Evard 01284 - Application Surface Irrigation 0.3 104 inches 313-30 I Longview Land Co., I.LC Buncombe 35'33'36" -820 20'57" 2.32 Pigeonroost 01284 -Application Surface Irrigation 0 0 Inches 4A-17 11 Longview Land Co., LLC Buncombe 350 34'04" -820 20'56" 0.72 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 Inches 4A-18 lI Longview Land Co., LLC Buncombe 350 34' 05" -820 20'54,, 0.24 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 Inches 4A-19 It Longview Land Co., LLC Buncombe 350 34'08" -820 20'5 1 " 1.05 Edneytown 01284 - Application Surface Irrigation 0.3 104 Inches 4A-20 11 Longview Land Co., LLC Buncombe 350 34'03" -82'20'50" 0.59 Edneytown 01284 - Application Surface Irrigation 0.3 104 Inches 413-29 II Longview Land Co., LLC Buncombe 350 33'46" -820 20'50" 0.56 Pigeonroost 01284 - Application Surface Irrigation 0.3 104 Inches 48-34 II Longview Land Co., LLC Buncombe 350 33'30" -820 21' 00" 0.88 Pigeonroost 01284 - Application Surface Irrigation 0 0 Inches 5A-21 It Longview Land Co., LLC Buncombe 350 34'01" -820 20'48" 0.35 Edneytown 01284 - Application Surface Irrigation 03 104 .Inches SA -22 I I Longview Land Co., LLC Buncombe 35'34'01" -82'20'47' 0.39 Saluda 01284 - Application Surface Irrigation 03 I04 Inches SA -23 I I Longview Land Co., LLC Buncombe 350 34' 00" -820 20'45" 0.53 Saunook 01284 - Application Surface Irrigation 0.3 104 Inches WQ0033455 Version 1.0 Attachment B Page I of 2 5A-24 11 Longview Land Co., LLC Buncombe 35° 33' 58" -82'20'45" 0.70 Pigeonroost 01284 — Application Surface Irrigation 0.3 104 inches 513-25 If Longview Land Co., LLC Buncombe 35° 33'55" -82° 20'45" 0.65 Pigeonroost 01284 — Application Surface Irrigation 0.3 104 inches 5B-26 11 Longview Land Co., LLC Buncombe 35° 33'53" -82° 20'46" 0.50 Pigeonroost 01284 — Application Surface Irrigation 0.3 104 inches 511-27 I1 Longview Land Co., LLC Buncombe 35° 33'49" -82" 20'47" 0.66 Pigeonroost 01284 — Application Surface Irrigation 0.3 104 inches 5B-28 11 Longview Land Co., LLC Buncombe 35° 33'47" -82° 20'48" 0.29 Pigeonroost 01284 — Application Surface Irrigation 0.3 104 inches 6A-31 II Longview Land Co., LLC Buncombe 35° 33'34" -82° 20'56" 1.25 Saluda 01284 — Application Surface Irrigation 0 0 inches 6A-32 11 Longview Land Co., LLC Buncombe 35'33'35" -82° 21' 00" 0.88 Pigeonroost 01284 — Application Surface irrigation 0 0 inches 613 33 11 Longview Land Co., LLC Buncombe 1 35° 33'32" -82° 20'58" 1.48 Edneytown 01284 — Application Surface Irrigation 0 0 inches Total 26.60 WQ0033• Version I.0 Attachment B ?age 2 oft ATTACHMENT C — GROUNDWATER MONITORING AND LINEITATIONS Monitoring wells: MW -1F, MW -IG and MW -2A Permit Number: WQ0033455 Version: 1.0 GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS Parameter Description - Parameter Code Daily Maximum Frequency Measurement Sample Type Footnotes Carbon, Tot Organic (TOC) — 00680 mg/I 3 x Year Grab 1,6 Chloride (as Cl) — 00940 250 mg/I 3 x Year Grab I Coliform, Fecal MF -31616 #/IOOml 3 x Year Grab I Nitrogen, Ammonia Total (as N) — 00610 mg/l 3 x Year Grab I Nitrogen, Nitrate Total (as N) — 00620 10 mg/I 3 x Year Grab 1 pH — 00400 6.5-8.5 s.u. 3 x Year Grab 1,2 Phosphorus, Total (as P) — 00665 mg/I 3 x Year Grab I Solids, Total Dissolved- 180 Deg C — 70300 500 mg/1 3 x Year Grab I Volatile Organic Compounds (GC/MS) — 78732 mg/I Annual Grab 1, 4, 5 Water level, distance from measuring point — 82546 ft 3 x Year Calculated I, 2, 3 1. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November. 2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining parameters. 3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum. 4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods: a. Standard Method 6230D, PQL at 0.5 pg/L or less b. Standard Method 6210D. PQL at 0.5 pg/L or less c. EPA Method 8021. Low Concentration, PQL at 0.5 Ng/L or less d_ EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or Iess e. Another method with prior approval by the Aquifer Protection Section Chief Any method used must meet the following qualifications: a. A laboratory must be DWQ certified to run any method used. b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. c_ The method used must provide a PQL of 0.5 pg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certif-ication Unit. Any constituents detected above the MDL but below the PQL of 0.5 pg/L must be qualified (estimated) and reported. 5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office Aquifer Protection Supervisor, telephone number (828) 296-4500, must be contacted immediately for further instructions regarding any additional follow-up analyses required. WQ0033455 Version 1.0 Attachment C Page 1 of 2 6. If TOC concentrations greater than 10 mg/I are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. 7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment_ WQ0033 Version 1.0 Attachment C 'age 2 of 2 �'---` MRIGATION CA€_-LATKWS 1. OE GN F(Aw CAM ATIONS ARE 91DNM ON SHEET NIFI. A DESIGN RDW OF O 1 - - t = �' '.. 3 _ ,;k'`. Yt' * ' F - _ __ ♦ APPROI@N7ELY tow m um MAs aEER CAiR9.ATFA.` 3 ` - `! �� \ .. s i4 • \. -\ ` 2. DE3IGI9 RASED ON NktGATION RATE OF ZQ B'131ES PER WEEK (D.176 GPDj y �K+ _ S -a' C - SATURATEI) KVMMRIC CA1Qk1Cf(YITY AND OTHER SOIL MTA PROM BRarnLs . A ENGINEERING ASSOQATES, i ji ��+.. - - 3. IRRIGATION AREA MEMO = 2110,006 CAMAJ7B GPDIFP = I,SI3.5%FP (25.79 j e - _ "+" S - \ y., 4, y - {C�+�7Ci-1' Lt. ' 1 . L,-- �: °�, ACRES). THE IRRIGATION AREA Is DIVMW INTO 32 ZONES WITH A TOTAL wFn-ED - OWSHE tA-2� "'-r".i: •� - 5 S ) AH EFFECTIVE w+DUJG RATE OF L99 N _N; �. i - v f ,690 FT+ 2Gfi0 ALRE5 FOR ' + � \ r '� ' -•�' ° `I '"; � S , ��-�. S3TE NOTES: t''� fit\ \';!' -I(.i -. - . 3.�'•'��-.� �',,: T- AL, S"T"I's AND [l7wmLr'TION MLZIIDOs As sPEC7 w RJ lsA NCAC an g � � � P ,.z..o........_. - .fISRO APPLY ARID 91P61.CEDE ANY DRAVVI G DEPICTIONS MRETN. m ` P •• L t;'� �, •.+l v I mm.€ ups FT 0.LL HiRIG4TIDN L]Nf5'[O 9E RISTN.LF3l ON CilN70UR AT CAOUSkn-0 HD PKE SEE SYT MAP 3�nDN urs u Uknars sw L RE aY srAl� PRIOR ToCONSTRUC N�� C A vamoN so. ARE YD BE P4STEIl EMERY j F ' A ARRA. S$Si1FE7 PWaG PpR SI6lUC.E BETAr�c ARm m111E Dmcs IE i f hli I `l "�k gc�a �r lF.a tea.__ e'°{ ��+Y/.' • �': '�• . ,//.�r1, . I - �. �� 1++ 1�'-`�+' �'r'. � � _" mc`a-.� >s •. v. � SET9ACK CRITER)15: pay L' _. �'� 85 .' �. ..,. �. l_ L •\ �= ,®, `•Y'r 'y - THE SETBAo'S LITUM IN THIS DESIGN ARE TH0SE FOR A WASTEWATER DRIP 3 PRROOVVISIIOtNIN�fM(OWH=REQUIRES NO SET"=FROM PRDPE-. IJIQs. ,i '- r � _ -tJ ::1• \ I f'� , .:�. 4 _s if11 ALTNBHGN MIA— BNL.DDIG UWATEONS AND AE ND MrM UXATIONS o-;, 3' F If - j'._ q Vii} '■ �g 1I � -- HAVE norBmrPalAu�,TNEra.euwPnesETeAacs•I1azee z _'Q. j •'• ' _ ,`-'r1 �'F� - ; ` �� _. j': �;^. �� y - _ _ t E �J wlallrAENEn. sE�Iw..Lv: THE greP�T'nc s s n ,fes as raLovrs Pml \� - .�, - � _ .�. r Jj�7} _ . • � y �� 1 IRRIGATION AREAS w1BrI'ASLE RISOEHICE �' ZZ j Tao 5 \ _ ;J Or10ER SEPARATE O1YNEiCS1fIP loo FT .� _'3. 1 r I - >,l.I. ANY Pl11lf OF KIRK ASSHIREY OWIED Bf PEANQSIEE15 FT �a C' l _ l _ m1cs,.zr SU+P ACE WA7FRS Se. Y f j:.r r f I J yN,1 \ �` • • p 100 FT Y ... � y�; / ' I ` \ _ \ti j,� ♦rte! � +f _ k ANY WAI92511PRY Wf1L IDD FT C�„11 \�- - „ t t om, u 1 ` 'S, • �{, _ - PROPERTY LRS D P1 Sl3. ITL.. 1 ri, •, .. 4 I 1 i , -. 1 ',.owe _` \>\:\ -' _' r. L TnP OF nlr RAwc 15 FY �_ PLNX RIGHT OP WAY c•u . -- � ' ..�..,°"", _ '�• ' .. _ \L _ SURFACE wATrR DI4 sma s 2s Fr w . _ IFT ',ON JiTE� N , ' , - • / ;; ` r J `�`E SO FT •, �� - - I ��, �r I��,s. �' t � > . ��c - i. � � �;, : �• ' I TREATMENT ANTI STOfiAGE =LT, SDjRM a-*�a l7l'^' - _Na WAif3tA1 lYtfNDOWNEILAIP 1.OD FT T w 1" 5 . 1 / J•.. r, � - . '^� J . isd 3: !J. i nulla w + .; • • � ! :,._F ms,µ SURFAU WATERS SO FT . r . ANr wATEIt SUPPLY wR1 )on B SN C - / - - J - ' j, - .p •i •�' *' T G�'' _ /. _ COMMIMIIY WATM SUPPLY WELL WITH TNP SEWER FM SD FT o - : J -.. ► I.3-. YYk: - ,. \-. _ `,.. `Z=;�-_ l� �, - SYr '-,: �.` - J ' j .'- - ""N• PROPEIiTv LINE 50 FT ay z w a 1`- - -00' • f �� Vii' _ + • fir' '=.^-� a I. Y `= . r%J- r r J . .!KEYNOTES: "+3• "�' z .. i • 1. I _.� () i - " - -ZZ, 1 _ • -' ! \ c -7 + PER ESA NCmm AL L12L THE REVIEW BOUNDARY NAS BEEN EST'ARLmieD AS LL 3 '. ,` _ } I_ • YI ,;'Ike .'ice, MIDWAY BETVVEEF THE CDMP(AAtiCE DOINIDAAY AND THE IRRIGATION ARE - •�. .,, ue 1 I " �� k, re.�xLW ' - J� 5'-,,4 ',`}- SMINDARY. '`t. .. -_r� / I I - >� - �.� I 5� clp_� •..sem' a - � . _ ,A s ♦ (' `• - {h I ! O PER 150. MGIC 011. D107 AND 1sA NfAC OZI-0705(Ci THE D71:WL ANCE i 6API- .. - y ✓'�A : -, , ti w .•moilE aAn a ( -v : S•' '�1.' I 1 2 BDUIID RY HASR ESTARISHED Ai TFI E IRRIG0.T30N BDlA1DArJY OF FWDi o ZONE c ren o I -'� ...'L� C �Ii:•P` 6 ,) �•"^.�°" � �/^ / � /. � °� .�� �. �.:. - TAIJITMENf AND DOSING FACILITY 70 BE LacnTm nlSmE THEGOF _ - -'1\; / I. • 3 r r �' F `,{' iii .--♦ 's::' 2 ? _ 3 s In ry v ��BIRIaII-- �� 4- � +• '�i;i �'�-: �.r' : �r. -::J. , .. Ar��cl .� O MALM7E1ANCE BIAl.D1NC 4. LAY 9YET WEATHER STONA(E POtm- c ai m o - ] t-- /-' • �.., ; , / v ' -. /: I s r 5 EXISTM RETE j 4 ami 3 I t` / 1 i/, ��•L-'�-:�.. .I �W+-a�, •' • 5 19. / ,,i J - •t s / ', - - _ IMJsBatl Akaas e. �,o �',' �i ' F `-.. ,I. J 1.. �• "� �..r - ��-.-� r`/ / �.� . -I r-'� -_ f:12 f • � r0. _f i {, 3 �-1 ✓t ■ � �.v J i" � � ..-i' / Y..,. •"r'• 56.180. cd �.,5-�-� . _F ,,�+ J �W-_m1�kA.:: _ -✓/ j� �._ �'' '.i"- I _"`-".�ty lei •�/ . J. r --� I te.eo •e1s1° •V a r Y,i J 4 �� _:�.'-> - I��'t] •' 1, y �'f'r y- .:Y/ I i-,./�``%''-' q.K°. '%. I 163 n.os ufni -,: _y_'. , �,`. -`r • .-_.T/""',y- �•+ fr §' `�"" - .F / �'-.Jf�'� °tea' : • '-! - V rrr -"� I 7e-9 6.6 Q �n _ r /P )•.� ` -- w"r - � / (- ,�, {'t r _'�, y., I � 4 - .®,a. • fi 'r. �,-- I 7x12 44.596` 7a15 �wa1 d CD C m �^ F i Q 7 73.Tf7 MAU � � c �' •�-_._ > rCk.-r,k i f 1 r ! J r r f .TWa-e =!M: Lu-, ]IME `' �."y< `,R"`,,�` ; , .' "',:tij _ -`'".at` _ - ', `7 \i—� t I � • y_t�2 ' I , ' �� J r II40.49 a -t - `•'%�'�ai:~_ I--_�. _ _ '' l } 1 �4 II 25.266 70.. [Q II IS-� 166 .,._ -. -.. �. �-:•.,moi. , _ .__ �-y_-� j1YLYTF: Y. -. �_ - _ - +��',��1 � _ _ Jq S �s,�;p`� i `:' L h 79:: �h } afi!6D ,� - \, - II 50.-22 1 7 969 I .� [f - II SA -27 7},Z}z Q .�_ '@ ♦ "d/ r f - .. J ' N 50..2E ]Q.372 F f z f _ _ a 13 5625 26.169 to �- _''^- ?--�J — _ - -'.. .. ♦ F : /1se-26 21.769 �2] 28.6 _ ? _ II 550 y-wrr u 2e 12525 EY O ,, Y_- \� .F� -�,>- ..\ -.may- / - Y.., STAi1C"'� rf� .r .z ';.• - _ :••- -- - - ON SHEETII 50.-34 5/.629 O IL _ - ..•far"- .- r - '�,, ..�---. �� ">;r:r wJ' s-. u R -y 62.523 - NiJp Q �_ LLJ E r aarye Ane , ;.. ` • - r"_d TEM! (n G ii 1 ..y:''� ...ti „Fv ,- 7Ttr1r. - i.-,_,..-_..�.� 1y}+� r ' 1 •:r !� i - - -------------r PROPEY(TY UNE n Ij F i - �.- � ^.e ��.. �'� � ,. `i.•r ,;i�- �' _� �f+` ���r �h ` � ��+ ... !•, � a,�mrxwew �.. j v F - a`'T� \�` �,r}.\ "• A - t f. m/GAPLi,V U BOUNDAIty < O -r = Q^�_ f l 51JRFM:E WATER U Z:) WPST[WATER SOIL MAP{MFT 6OHNDARY vO w SEfBI+CX z (n m Ld I PRaVgD R7 o zco C E D 7 u O c O I- 3 I F f y 4, 8 c r7 '>.0"`^'S".. - 1RRIGRTIDN C'ALCLiLATIONS { 1. oESi(71 ELOw CA 1 % I CUlATi0N5 ARE SHOWN ON SHEET NU -1, A DESIGN F OW OF M APPROXIMATELY 20D,000 GPD HA5 BEEN CALCE D. 2.IGNBASED ON IRRIGATION RATE OF 2.01NCHE5 PER WEEK (O.I79 GPplF1'), © o 1 SATURATEb HYDRAULIC OUN'DDCTNm ANT p INCH SOR WE] FROM BROW 5 ENGINEERING ASSOCIATES. �I 3. IRRIGATION AREA NEEDED - 2DO,000 GPD10, I7B GPDIFT- s 1.F23,596 IT, (25.79 AAREEASOF 1,158,00 1HE 1 6.5D ACRES)VFOR AN EFFECTIVE LOADING RAT15 DIVIDED IN70 32 ZONES WITB A EorI.94 SD tI F 140495/WEEK, 1. ALL SETBACKS AND CONSTRUCTION METHODS AS SPECIFIED IN SSA NCAC 0ZT 4 - .OSDo APPLY AND $UPERLEOE ANY DRAWING pEPR'TIONS HEREIN. N 2. ALL IRRIGATION LINES TO BE INSTALLED ON CONTOUR AT GROUND SURFACE4 12 Fr D.c: m 8 Ir FA W MNG MW -1G_ — N ya `�-. T° "r �PROPOSEO '� _ t ' of '� / �'-���� ��.,n,.•yo'� - � 1 � \ img vv Tl y a .:. . 1- - - " , i � I T'A" 'ARS A i. s STAGING �A€tfiA-3793 aL% r ti __ . I. ALL YRRSGATION LINE LOCATIONS SMALL BE SURVEY STAKED PRIOR TO B a N Li ^' N , CONSTRUCTION. JMs 4. CACTION SIGNS ARETO BE POSTEb EVERY 1011' AROUND THE WSPOSAL - AREA SEE SHEET o d p pl 1 � 3 ��:• Hu -6E FOR SIGNAGE DETAILS. / . F,• MBACKCRI'fERIA; N o P , SETBACKS ETTIL12Eo w THIS DESIGN ARE THOSE FOR A WASTEWATER DRIP I ( -- IRRIGATION SYSTEM LOCATED IN I5A NCAC 02T.05bN. N� 6. / F _ f �'. 4 JAS' q AL11HOlI iH MANY BUILDING LOCATIONS AND RES'IOSNTEAL LOCATIONS G f T c r7 '>.0"`^'S".. - 1RRIGRTIDN C'ALCLiLATIONS { 1. oESi(71 ELOw CA 1 % I CUlATi0N5 ARE SHOWN ON SHEET NU -1, A DESIGN F OW OF M APPROXIMATELY 20D,000 GPD HA5 BEEN CALCE D. 2.IGNBASED ON IRRIGATION RATE OF 2.01NCHE5 PER WEEK (O.I79 GPplF1'), © o 1 SATURATEb HYDRAULIC OUN'DDCTNm ANT p INCH SOR WE] FROM BROW 5 ENGINEERING ASSOCIATES. �I 3. IRRIGATION AREA NEEDED - 2DO,000 GPD10, I7B GPDIFT- s 1.F23,596 IT, (25.79 AAREEASOF 1,158,00 1HE 1 6.5D ACRES)VFOR AN EFFECTIVE LOADING RAT15 DIVIDED IN70 32 ZONES WITB A EorI.94 SD tI F 140495/WEEK, 1. ALL SETBACKS AND CONSTRUCTION METHODS AS SPECIFIED IN SSA NCAC 0ZT 4 - .OSDo APPLY AND $UPERLEOE ANY DRAWING pEPR'TIONS HEREIN. N 2. ALL IRRIGATION LINES TO BE INSTALLED ON CONTOUR AT GROUND SURFACE4 12 Fr D.c: m 8 Ir FA W MNG MW -1G_ — N ya `�-. T° "r �PROPOSEO '� _ t ' of '� / �'-���� ��.,n,.•yo'� - � 1 � \ img vv Tl y a .:. . 1- - - " , i � I T'A" 'ARS A i. s STAGING �A€tfiA-3793 aL% r ti __ . I. ALL YRRSGATION LINE LOCATIONS SMALL BE SURVEY STAKED PRIOR TO B a N Li ^' N , CONSTRUCTION. JMs 4. CACTION SIGNS ARETO BE POSTEb EVERY 1011' AROUND THE WSPOSAL - AREA SEE SHEET o d p pl ��:• Hu -6E FOR SIGNAGE DETAILS. / . F,• MBACKCRI'fERIA; N o SETBACKS ETTIL12Eo w THIS DESIGN ARE THOSE FOR A WASTEWATER DRIP I ( -- IRRIGATION SYSTEM LOCATED IN I5A NCAC 02T.05bN. PJ g5 I _ IN0.UDINGTHE PROVISION IN -050fiM WHICH REQUIRES NO SETBACKS FROM PRDP£RTY LWES. �'. 4 JAS' q AL11HOlI iH MANY BUILDING LOCATIONS AND RES'IOSNTEAL LOCATIONS G i -E NAVE NOT BEEN PINALtZf0, THE FOLLDWINW SETBACKS MUST BE MAINTAINED. SPECIFICALLY, ISE SETBACKS UELLIZED AREAS FOLLOWS: � a�4�• D x IRRIGATION AREAS Z p °•'-"-�"ry ANY HABITABLE RESIDENCE UNDER SEPARATE OWNERSHIP IDO FT PLACE OF PUBLIC ASSEMBLY OWNED BY PERMM EE 15 FT 1 � C SURFACE WATERS IDO F7 j:`Flru� ANY WATER SUPPLY WELL IDD FT PROPERTY LINE 0 FT _ E, TOP OF CUT BAND( 15 FT W q . L. PUBLIC RIGHT DF WAY I FT x o a "LI SURFACE WATER ONERSIONS IS FT 0 • TRFATMENFANp STORAGE UNITS rnrl,„l LL ANY HABITABLE RESIDENCE UNDER SEPARATE UWNERSHE? IDD FT i r ANY WATER SUPPLY SOURCE i nl 16D FT SURFACE WATERS 5D FT w i i 4 ANY WATER SUPPLY WELL 100 FT P j50C � / 4 ODMMUNTTY WATER SUPPLY WELL WITH DIP SEWER PM50 FT G 'O ANY PROPERTY LINE SD FT i , .. l KEYNOTES: �y z PEP. 15A NCAC 02L U109 THE REVIEW BOUNDARY HAS BEEN ESTABLISHED AS �`ra'p021Ii C+ U MIDWAY BETWEEN THC COMPLIANCE BOUNDARY AND THE IRRIGATION AREA BOUNDARY, 1 ISA NCAC 02L. 07 AND ISA NCAC BIT 0906(C) THE IESTABLISHED T L Lu O BOUNDARY HAS BEEN AS THE IRRIGATION BOUNDARY OF EACH ZONE. CO CO TR€ATMENt AND pP51N5 FACILITY T4 BE LOCATED Ap]ACENT T O THE GOLF MAINTENANCE EURDING. L a _ r"5 d E All/Is,.� P d LE END: PROPERTY LEVE IRRIGATION) REVIEW/ AND COMPLIANCE BOUNDARY SURFACE WATER SOIL MAP UNIT BOUNDARY WASTEWATER SETBACK STORMWATER PIPE AND M I Q z 0' ISE SW' 450' SCALE IN FEET =q B a N Li ^' N L x g I �'. C-� a G V) a ° � C = a .W j Lu N W q . L. x o a 0 wo z ) � Q Z U T L Lu CO CO L a , -� Lu U L) z a Lli U IY Z) R a to � Q ° N w a E— rn 1 - i \ V 4 Y- / 1 J-1 AR ' %\ oNRDaa� �. _ jnceoNLxTDMir �I � ` �6 I~ ( \ ZONE 2 14 • I -N' t 1M1 x l 15 --4unrum 1&2A-75 L - i vam -CO'N'KS TONE 3A ?3 ( l _�_, �-•- _.� ZONE 4A-19 i iRRIGlLTT4ycA1.GUlAiSONS- -- : Z 1. DfsT[ i FTDw EAL.pAATtLk6 ARE s1DPAP ON '7 A o®aa FIpMrOF d A o "U)W l.W [P A7MY 2mD HAS BEEN p0.CT1ATED. -- - - _ - - 2 OW- BILMD 011 MUGATTON RATE OF 2-01 DIES PEA WEEK (0�)B (iOlfT+} - 9 -,T rm HrORAm1 ULx mucnV Y NSpa Q OTHER EATA F OM uFam aFNGOGEERING ASSOCIATES ; - - LRRIGAT](id AREA NEEDED = MO.00o CpOIO. 175 E#OyFt= = LL23.916 IT, f25.A ACRB�. THE IRRIGATION AREA Is OTVMHD INTO 32 ZONES WDON A TOTAL PAZ7® r ,c�.. _ / \ 69D F'T+ (24E0 ACRES) WR AN ETY[CTTVE 111ADIPG RATE OF 19 1. 1 DKHESRNEEK� 12 ti SIfE NOTES' f ! wive an tar I. LLL SFTgp S MID C006rROCTIOH METHODS AS 5� IN 154 WAC IZT , _ .m IMPLY ANO %mcmE ANY DRAWING DF➢fCZiOL'61ERFYE o _2. ALL WFUG5TION LDLS TO BE INSTALIB ON CtMMM ZONE F10C A7 GROUND AIRFf� Vt 4 * _ � q MK+ NA006C - 3. ALL IRRIGATION LINE LOCATIONS SFNl1 BE SIAR'EY STAKED PRIOR TO = I; • r iS BANDY LOAM - _ . CmisRLICTION. = s 1. t'AVTTOF! 9445 ME To m POSTED LNERY xm• ARODFm THE DEAL S � } ~ - - _ ..-. r . -- - ; At♦ = AREA- SU SNIT N,I.aA FOR SIGNAGE DttAn-& ~ 111 M- r 11D. i z ; SE[BAO(C ILII FJt#A: 9 i 2 4lIAD.s UnL=)1N THIS DEOGn PRE TmOSE FORA WASTEWATER DRE n W - _ _ SYSYEM LOEATED IN 15A -nt - N[A[ LQT .0'AS. { 11PO11ATOG THF ® Y 'PROVISION IN 950fiE1 MR001 REQUIRES 10 SFLBA4a; EApH PROPERTY LINES _ ALTIMUGH NANtr mm=" LOCATSONS ARtb NFSmeREAL LocATxmo C �, NAME OUT M. WAMV-W..TE POLLOYDIGsLTT DARE As FDr r MADITADED. SD'EtAICALLY. THE gT9PLPs OT1L1ID ARE AS FLY1DP1ri _ L iRRYaA7IQFE AREA$ ?���: - %, ANY ILA[9TABlE RISLDFTlt ulmet �ARAlE DWN t" I00 FT ANY PUCE OF P%mi-AS✓ff11LY OM1® BY PHwnu BFT_ S71R.MWATZ IOU F1 ANY WATER SUPPLY WEI) IDD Fl PROPERTY LINE SIFT TOP OF Off BANK Ir FT PUBLIC RIGHT OF WAY w" . v ! _ _ RW04'E WATFR DYWEPM S 2' FT TREATMENT AND YMPAI'E UMTS 1 •1 ANI' lIABRABLE -='M IWDER SEPANATE OWNERSFIIP100 FS a` ANY WATER SUPPLY 90tY10E WATERS TF SL%9-Q E WATSO AM WATet S•PPLT Wei 4, l EIM".J ITY WATR SPPL! WELL WITH ov SEWER FMN SO FT - AM PROPER, Y UW w FT o z G U c _ KEYNOTES: ncEnvRoost . L' - - O PER ISA NCAE OIL 0108 TIE REVIEW BO UP91wr RAs SERI MABLE! AS t - ' `-� - - _ 1 Y M1Wf£1t 3H, COPRI►MF EOUIITARY NO THE IRRIGATION IKEA y� -'"--- OR POO suwh f •'~ _.:j - D9o5(C}TTIE OOPIPLIMAT< 11rx 0� 0107 IAm TSA NCP[ O7T i -t 9"DARY HAS OEM ESTA&nikD AS THE WRIGATMN BOUNDARY OF SACK ZONE AND 290 FT FROM THE WET WEAT,4-7t STORALE PCUIO. u of •� ��� I' - RA -�,. ,� 1' O 9 - DAY T WEATHER STORKS POND. c o j h J \\ WE f A ` y Ph.- e IA r es.=B i $ I _ 1�� 1. y1,1µ02 -2E n G C x 3 30.78P o g:_ �_ i� iA"IZ M,79G gLow 3171. ®Y1 I 3� U a 3 i SA7 cl sRz cn 3Aa m.aSU ¢ in 100,955 Lm�47 1-226 1J 1k 0 IB 10.45 19 15.591 O? m 25 21.186 taD 38.480 W .0 srzT Irs�onn • - a' f Alm_ _ - /. _ _ - " SBS 7A Iii: LM / - _ '# ! - �'y spa MLS30 z g� PR4 FEE WI! c z N Z kY ` �" -.. - _ ✓ 1 _ - �JIr < - - - 1 - �� _ I �.. �., ` IMG 71M RTEwt AND („) LL O Lij COMPLwr(l BDuNoARY h- - y ONE SUR w.P LOM eaxmarr i t - II i 1 ' - i, l -, f -- - _ - /`J {, Y MWWATER SETRA(X I� ` r✓ / f/ ae /' / / `TWPWAXER PW ANDO I LL EDNEYT - .-� - --� - f lam. - — O F}- FD!LEYrx j y1p��' 1 ..� - 7 CTJAIPiF1t E STATE s 1J ONE 3A-7 _ z_ _ i �� ° f f' l r1 rLt1nDNRODsz- ! ZONEIB-A 41r, Y - Ira COMPLEX A-PTrrov ZONE 1B-10 L rT U w U z LL U F �LLF U) D i� m z° LLI g j U7 aZ C3 t L rT V A. Wt. AMEM PIA)WOF ME 1� —�Cll T �' 2 O'SIGIN BASED ON MMATCON RATE OF ZB D50*5 PER WEE( ("M GKWM BROOKS AREA NEEDS) - X30ADD GPDal79 GPDIFP - 1123 M M -A THE amosAmm AREA is ormom iprm 32 ZONES WITH A TOTAL WE ITED AREA OF 1.1%.55B M MW AURES? FOR AN ffFECHW LQ%DM PAX OF L.91 NOTES:z zi COI STI U -TION WDOODS AS SEMM IN IM6& WJC or AM APPLY AM %5ERCEDE AW DRAWVG OMCTMDP45 HEREA 2- - --T'OK LIMES M 1W 0ISTA-UM ON MfTQUR AT QVLM RA -40 4 Y oj- F 3 ALL WMIGALTION LAME LOCATIONS 91AL BE SAMEY STMM PRIOR To cor frIoN 4. CALJrVM SZW ARE TO M POSTED MRY 100- AAMM THE DISPOSAL AREA. SEE SHEET ffl " VM SlGkASE DETAILS. t: 0- SEMAXX CRffERlk R-2 SNE SIUMXS UTHMO IN THF5 DESIGN WE THOSE FOR A W.TER IXVP A, -; I : I vv A MUCATION SYSTEM LWA'FM IN ISA W -C WT.OSM PaUMIDINGTHE PRIUM I RJEWRES NO SETEACXS FROM PROPERTY LMU, T.= LOCATIONS AKD RES=MrML LWATIOM NAVE NOT BEEIN FV*MRM, THE FOUDWItMa SETB&M MMT a �Am K&MAMMM. SpE C*yj"y, THE SETBACKS LITILCMD ARE AS FOLLOWS: 4 �00 Fr "y ANY ruCE OF PUBuC ASSDMLY owKM w PERmrrTu s FT SURFCE WATERS PT u �j Am WATER anny wEu Do I Z' PROVERTY UM OFT FT TOP OF Ciff mw 15 Ft K'sucitwiffor-WAY 50 fIr R"Aa WATER Mvu-qoms 25 f7 MRATE if ANY WATM SUPPLY SoLda 100 SURF*CE VATB& so r MY WATER 9AWLY Wal :00 COIMKMTY WATER SUPKY WEU WTTM DIP -lE%IFR FM 50 � M 0 f , ZONE! 40- AM PNORRI Y UM 50 FT --KEYNOTES: is f VER ISA PCACO2L 0100 THE REVIFWFICUMARY HAS BEEN ESTAIRISMBOAS BDUNOMY OR POND &WACE PICK 03.0107 AM M WX M 09WQ THE a*WUANa OUL40ARY HAS BEER ESTAMSHED AS TtW MPJ(;An(M BOUNDARY OF EACH MINE AM 250 Ff 1111CM TIRE WET WEATHER STORAGE POND E V 9 DAY WET V&ATHM STORAGE POND. ZONE i621 A'17� 0 •s DOTE 213a6A- 4 CD 41 cl t 712A C3 • IF till zi .1106 69+Bl CP -E ;ZICW�2�13 Wg 6 2• cn IJ wig 10.441' 4A-20 Z&E h&t3 t 15AM LU 0 Zj '32 < L z 0 wo iss w z 'o ' % 1j i5. "t - / ! I 7 / ! / U i e 3, s1.sm: dCr 0 z < PROPERTY UEMIE oe� %L LL - SURFACE �TM C"�z LCE 4 w sm, ww UNT, woDw< w E WASTEWATER SETMOCC m LL .P x -i— �7�7� STUR~TM MR AM I VJ 0 7. z PISM94CE z-1 2: w /An u 00 CL ------------- ... -- - ^ „ J11 '� - _ _ rWk t -- 1�17• -� -,■ .— ' - K- ` - r /{j % J . 7�' If . ) • i rsem'. `. - 1 t v ■. -x 'i 1 - k - - -- - _ } �y! .!• -. sSIR if .rr l ( ! f - If I / !i APPflDAi7,M�AaT$v Yca20L6alma 0non vavss af��T+ cnl �ATEn. L DESIGN RAMS) ON IRAION PATOF LKI VK3*5 0.E1RxW1, EEK 0. f_ • 8ADESIGN CF�L'oDwIFfPrF sATUPATED HYDRAIlc cmDucrrvrfrMilt MmM sapDATA IROMZDFE7AG &COOK aaTwARr NEEDED � p - a m0000 a olo.vP LicWS rLA TOT FP {25.79 I ���.. mE2a-,7 �� p� ! �� � _ h AOL�sY, THE EPUWTION AREA [5 DMDEV INTO 32 ZOFaS M'f7H 0. T4Tu NkTTBi 3 ARFA OF 1.158.690 Frr (2560 AOItES) FOR AN E gECf1VL "=mG IL\TE OF LSMaloevATEIL litaDW 2141] ♦'I �. • '-� �� �� - _ 1 ' - � _ , �' I ; QINST7aFCT'IDN NE1HILaj AS SPECIF7LD w t5A NCA[ Or uA - i I Augla�oawo 2 I = • T m ?8 AFQ SlNB1H1E wNr oPAYYOG OFJTCT'LONS 1QE]N. 2. ALL 1RRMATION LINES TD BE BtirALLED ON QOkTUUR AT GF MM 9■fACE 4 FTox_ I n %�: n `,' _ I ,r -. �� f /''^ --.• - �- .A �- ; 1.i 4 �� I 3. A11 c6iFWnON LM LOCATMM%WjRE ssryEr STAM PRIWLT0 r ��T{- 07fLStMIOClOh. � 2= 3 .-,.,TY.a: - -� yCj `- I__ -), _ 7� f I k fi. Wrr30N mm ARE TO WE iGnAr FYEM/ 100• ARd�1l1! ■�D'iRL z 19 - \ ( 4 r--� - rA p ♦ }FL'-''. i/ -^3` 11 A.CA. stON SICK rws FOR s1cw..cR Ocruas. w j $ •j =1 - f: 1 r j- i / �j/% I l f sErsr4aC �rrrjtiki i Di' T. .1. ARE TND'.E FOR A WASIEWAT61 [� D' - `,}•. f / i '1 _ / - . / % .• j I VeRliAn-p4 SrSTEF/ LOCATED IN LSA NCAC AS 02T X rNCIMMW THE 112, a, j - / ` W !. [�VrLa .`„f d '•- - fI _ - c - \1 ..11If ALTMAH MANY■ MMMG LMATMS MM'kLSMMnAL LDGTIDI6 •.lir i 1 I—�- HAVE NOT SM Fb1u®gw . TM POUAWMG 1■ACM ST Z - A -:._� •-- J'-.. )j - '- f { f O Maar ADIEO. SPECQiCALLY, TIME S"BACKS VTSLIIID ARE AS FOLLPNS'. � J ■ ■ _ i . 1 {r.-�. - � . � I � ///( - _ �_ �' � IRRIGATTOH MFJIS , "�. Al - - , ,j . F 1 ` - r '-V _ __ � _ l- - R�ASSE IBLY O sNED err kMTM1� 1m Ff AMY AM VATOG of MIe.IC A'S81IBLv OWNED Br I'ERlF1 rtEE !Jl WY MVRER SiiPLv WELL too F7 L LL>N�3A-T 2 -mL - - ' f' F f P0.hrTiCE `7 S r r _ ,. - -r Y -f J�♦/ ! r - '-�� 6 IIIT 941E ISF 2: • l .--.� - .. - I A,TOP wGE f )) i } f T .!' f I / / - -ori_ FUMUK RIGHT OF MY 15 F.' ; ♦ +�, v SIiACE MATBc PTYBC4dl6 25 F[ ♦ e i � � , .: __ �' l -. • �� ��i ! TREA7Mg(t' ATAt STOHgGE UNIiS r, oMKIERSFD 100 Ff AIff AITEfEmMy_gDUR¢ 1008 SMACE VMTERI s0 FT G s ANY WAT9i SUPPLYIYL31 1m F L� - t a� iaLE la f I ' jl f ' ��® d 1 I` y _ �- ANY TMWKFER k*PLY VAIL WrFH DIP SEWER FM W rT y! Et p 4 �i r y ! 1!S ' j / ' i / * �^� i , f _ °R 50 FT- - FrR MIU i54 MC46C WLWTWEEN HE CO E REVIEW MA NDA RY AND THE E5TAElH®AS ��;_... _ ♦ � : ` _} , �f - � :� % + ! � . � - NIUWAY 7rElYYEfN THE mFBL2Arrlf IDLNp4LY AHD THE RlRIGATION AREA PER ISA rN'Ae 0ZL 0197 AND ISA NCAC 02T.b"I1r7 THE COMPIIANL'k I I . , (). ROLL 7ARY KA.S BEEN ESTABLISHED AS THE FRRIGATION M UNDWIY OF EACH I o i z ZONE AND 7-50 FT FRDN TTiE WET WEATHER STORM& PM. -"r.� ` .� l ��F / �� - _ - - k L t - - ` , A, - l .� •� - 3O 9- DAY WET WEATHER SFS PM, � � - -r T."'ti ® f1 i -! -': f 7 1 s �' t ;t tt 4•� _ .[ '� " t_i �'4� •i i / . +� ' - 1 'A' j _-- A �� O EGSTM PEsmeleE x I' 2 m 8 UT I 11A -I1 19.021 v A 1x}76 17.12E I N NN v yJ • �� ` �� �� Fes e°°e o Ln 42ON P- 36.6181 Q y 63.s7rz m .� _ ': i f 'ct_ •- _ - - - WAR ]0.450 y c a \\-SdG1?YL, - 374i_[ ^ ,e ro 4A5 C - 3 1-�- i - �� •� R Mb419 d& Ll,l C LL 3 1 • F`a �- - _ SAA J - - 25 21.116 Y '; \` ,\.,1- ( A -■ - ■ - T f - ` '-�� - Masi 36+00 Q o_ 17.60) \�\ ... r ` ~ ! -..♦ r. - _ - _Y - - - P.73 ]0.172 a 'IN \x1\ -� , __ _ 1. — 6 211 a Lu Q Z K 1 ` i IzsA6 cn 110N� -7- T M� I 44A= z it -AREAr 1' _ - _ — = 0 Q (Ary MUGATIM RcvmwfAFA) Q malAnck Rwrr]ur ILLI o ! suRCAcf WATER _ J w z U C) =)�� 300 MAP UNIT 90,Jr11ANY lJJ Q 0 WILSTMATER SrHAM Z W m y, y_ STOR ATLR Pim Ar$ r� �E Rl +R O /TTAL.L (n O Q PROPOSED Resm"Aa m a ENGINEER'S NOTE: Q ANY GHOSTING STORMWATER 4ALVEms DRArM ' ufm PRPPOSED IMGATM ❑ 'ai cG ZOFIFS SHALL. BE R[ --ROUTED AROUND THE IpJuGA,T1oN zooes, PARTI4AMLY LLJ ABOVE ZONES fiA-R AND 3&30- Z m N p rn m 131 3 N 0 L r - � + . ' r M} f 441 3 The Cliffs at H4igh,Car6lina ..iti' 35 X3,42,,-82`,21 22 a" ,VM a _ F!• 0 O Tc¢r:Atlas. •f +, 15,'33 4- N G._"-''2 2 `,:' IN clev 3697 It Jul 2006 EYE' a t 5978't WQ0033455 -- The Cliffs at High Carolina 400 Spring Mountain Rd Fairview, NC 28730 Latitude: 35° 33' 42" Longitude: -82° 21' 22" Yved4' 54vier 7r _ tvQ e + - EL E�r511�114' _ , tic al � 0 IIY _ 2 Gu - Nat -To Mi+$ntklr,, R4 X-400 Spring Meunta➢n Rd.- - ... a PD `F i dtm 7P �. ,wy,•.�gY 'Q�Sprl R,.d i1 Qld Run -L4net'fie�4}I �.. �. Rd a m c r c . jt .T t nete � �, o- i 1 O ��[ln 0.5 mi .._ r_@20AI 02& RndFH_a..`-.. WQ0033455 — The Cliffs at High Carolina 400 Spring Mountain Rd Fairview, NC 28730 Latitude: 35"331 42" Longitude: -82° 21' 22" STATE OF NORTH CAROLINA COUNTY OF n b Permit No. W Utz -i S 5 OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this _22nd day of October , by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and The Cliffs at High Carolina, LLC , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. �`UM"Im 1. The DEVELOPER is the owner of the certain lands lying in Buncombe County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as The Cliffs at High Carolina (hereinafter the Development). 2, The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the Development on said. lands. 3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143- 215.1 to construct, maintain, and operate the Disposal System. 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North Carolina General Statutes. 5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the High Carolinas Owners Sewer Coalition (hereinafter Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance, re -construction and repair. 6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters of the State and the public interest therein. NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows: 1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in accordance with applicable permit provisions and law. 2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until construction has been completed in accordance with the permit and approved plans, and the staff of the Division of Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. 3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor. FORM: DEV 06-07 Page 1 of 2 4, The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element, which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance. 5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses, in order to assure that there shall be funds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration. and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fimd are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at anytime. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit may require as condition of accepting the Development's wastewater. 8, Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of a permit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System. 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ics) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR THE ENVIRONMENTAL MANAGEMENT COMMISSION Name of D: B 9.1 C een . Sullins, Director (Signature} Division of Water Quality _ Ta+ iZ%51 CLA r- J Print Name and Title :Zi2(- Y 6D;uz- - (Date) (Date) FORM; DEV 06-07 Page 2 of 2