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HomeMy WebLinkAboutNC0088684_Permit Issuance_20080123i r Mr. Jerry T. Wood Daniel Stowe Botanical Garden 6500 South New Hope Road Belmont, NC 28012 Dear Mr. Wood: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleco H. Sullins, Director Division of Water Quality January 23, 2008 Subject: Issuance of NPDES Permit Permit NCO088684 Daniel Stowe Botanical Garden Gaston County Division personnel have reviewed and approved your application for the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. 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, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Agyeman Adu-Poku at telephone number (919) 733-5083, extension 508. Sincerely, Coleen H. Sullins cc: Central Files NPDES File Mooresville Regional Office / Surface Water Protection Aquatic Toxicology Unit One N""o��hI,Caro ina ✓vaturaI7Y North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Internet: wwwmwaterquality-ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-2496 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recyded/10% Post Consumer Paper Permit NCO088684 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE BACKWASH WASTEWATER FROM GREENSAND FILTERATION WATER TREATMENT SYSTEM AND SIMILAR WASTEWATERS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Daniel Jonathan Stowe Conservancy is hereby authorized to discharge wastewater from a facility located at 6500 South New Hope Road Belmont, North Carolina Gaston County to receiving waters designated as Unnamed Tributary to Catawba Creek in the Catawba River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts L II and III hereof. This permit shall become effective March 1, 2008. This permit and authorization to discharge shall expire at midnight on August 31, 2010. Signed this day January 23, 2008. 0 Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NCO088684 . SUPPLEMENT TO PERMIT COVER SHEET The Daniel Jonathan Stowe Conservancy is hereby authorized to: 1. Discharge backwash wastewater from reverse osmosis (RO) water treatment system, and similar wastewaters from outfall 001. This wastewater system is located at 6500 South New Hope Road, Belmont in Gaston County. 2. Discharge from said outfall at the location specified on the attached map into Unnamed Tributary to Catawba Creek, classified C waters in the Catawba River Basin. i jj e 'J" l� �i N. Rao I , ' Outfall (001) F ; I. + '1 r \' \ '•, ... _ � "' -.t'. `' '� a i..•J 13U.F rAs�'— Daniel Stowe Botanical Garden Facility Location Receiving Stream: Catawba Creek Subhasin: 03-08-37 not to Seale Drainage Basin: Catawba River Basin Latitude: 35' 10' 03" N NPDES Permit No. NC0088684 Longitude: 81° 03' 16" W Pernutted Flow: 0.0038 MGD North Stream Class: C Grid/Quad: F 14 SW, Gastonia North Gaston Count Permit NCO088684 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001) During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge backwash wastipwater from reverse osmosis (RO) water treatment system and similar wastewaters from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS.,-: MONITORING REQUIREMENTS Monthly, Average Daily Maximum Measurement Fre uenc Sample Type Sample .,Location Flow 0.0038 MGD Monthly Instantaneous E Temperature Monthly Grab E,U,D -Salinity Monthly Grab E,U,D Conductivity Monthly Grab E,U,D Dissolved Oxygen Monthly Grab E,U,D H 2/Monthly Grab E,U,D Total Dissolved Solids Monthly Grab E Total Residual Chlorine 17.0 ug/L 2/Monthly Grab E Total Arsenic Monthly Grab E Total Chloride Monthly Grab E Ammonia Nitrogen Monthly Grab E Total Copper Monthly Grab E Total Fluoride Monthly Grab E Total Iron Monthly Grab E Total Zinc Monthly Grab E Total Nitrogen Quarterly Grab E Total.Phosphoms Quarterly Grab E Whole Effluent Toxicity Quarterly Grab E Footnotes: 1. Sampling locations: E=Effluent, U=Upstream of discharge location, D=Downstream of discharge location 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 3. The total residual chlorine (TRC) monitoring and limit will become effective on March 1, 2008. The TRC is applicable only when chlorination is used. 4. Whole Effluent Toxicity (Ceriodaphnia dubia) at 90 %; quarterly during March, June, September and December. See Special Condition A. (2.). There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit NCO088684 . A. (2) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 90 %. The permit holder shall perform at a minimum, Quarterly monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase Il Chronic Whole Effluent Toxicity Test Procedure" (Revised - February 1998) or subsequent versions. The tests will be performed during the months of March, June, September and December. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure, performed as the first test of any single quarter, results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months, as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address: Attention: NC DENR / DWQ I Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical - measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than. the last day of the month following the month of the initial monitoring. The Charlotte Observer Publishing Co. Charlotte, NC North Carolina } ss Affidavit of Publication Mecklenburg County} THE CHARLOTTE OBSERVER --------------------------------------------------+------------------------ NCDENR/DWQ/NPDES FRANCIS CANDELARIA 1617 MAIL SERVICE CTR RALEIGH NC 27699-1617 REFERENCE: 30045571 6060733 Wastewater Permit Before the undersigned, a Notary Public of said County and -State, duly authorized to administer oaths affirmations, etc., personal-ly appeared, being duly sworn or affirmed according to law, doth depose and say that he/she is a representative of The Charlotte Observer Publishing Cc!npany, a corporation organized and doing business under the laws of the State of Delaware, and publishing a newspaper known as The Charlotte Observer in the city of Charlotte, County of Mecklenburg, and State of North Carolina and that as such he/she is familiar with the books, records, files, and business of said Corporation and by reference to the files of said publication, the attached advertisement was inserted. The following is correctly copied from the books and files of the aforesaid Corporation and Publication. PUBLISHED ON: 10/14 1g'7iIi1[tiO NE/LiEONLiI�NECOMIIEWRMSESffAIQ�� 3>P`6tdi 1 yIra , i f i •; j' �tii�I�Fi�F. M U IS A' n — "IDES INASTEW4g PERMIT Gen jilIll C, AD SPACE: 98 LINE I FILED ON: 10-/22/0 I NAME. -- ------—fio`r=1----- TITLE. --- -- ----- --------- DATE: In Testimony Whereof I have hereunto set my hand and affixed my seal, the day and ar aforesaid. Notary My Commission Expires: __/--/-- Nay Commission Emems May 27, 2oii DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NCO088684 Facility Information Applicant/Facility Name: Daniel Jonathan Stowe Conservancy/Daniel Stowe Botanical Garden Applicant Address: 6500 South New Hope Road, Belmont NC 28012 Facility Address: 6500 South New Hope Road, Belmont NC 28012 Permitted Flow 0.0038 MGD Type of Waste: Reverse Osmosis RO backwash Facility/Permit Status: New County: Gaston Miscellaneous to C I USGS Topo I F 14 SW Gastonia North Area (mi2): I N/A Winter IMAM C.� SUMMARY Daniel Stowe Botanical Garden's Orchid Conservatory is installing a reverse osmosis (RO) water purification system as part of the construction of an Orchid Conservatory at the facility. The RO system will be used to purify water used to hand -water plants inside the conservatory, as well as supply water for the high pressure misting system overhead, used to provide additional moisture to the air within the conservatory. The facility is designed to provide 3,800 gallons of purified water per day. The backwash wastewater is estimated to be 3800 gallons per day. Daniel Stowe Botanical Garden requests the Division to issue NPDES permit to discharge the backwash wastewater to an unnamed tributary to Catawba Creek. The receiving stream (Catawba Creek) is classified C waters in the Catawba River Basin. This reach is listed on the 2006-303(d) list. It is impaired for biological integrity. PERMITTING STRATEGY The Division prepared a NPDES permitting strategies for potable water treatment plants (Water Treatment Strategy, Page 6. Retrieved September 19, 2007, htto://www.ncwaterguality.ore/NPDES/documents/WTPpermittinestrateey07 000.ndf). The strategy for membrane and ion exchange water treatment system will be implemented in this permit. TOXICITY TESTING: Current Requirement: N/A Recommended Requirement: N/A PROPOSED SCHEDULE FOR PERMIT ISSUANCE: Draft Permit to Public Notice: 10/10/2007 Permit Scheduled to Issue: 12/10/2007 Daniel Stowe Botanical Garden Fact Sheet NPDES New Permit Page I STATE CONTACT: If you have any questions on any of the above information or on the attached permit, please contact Agyeman Adu- Poku at (919) 733-5038 ext. 508 REGIONAL OFFICE COMMENT: This is a new permit application therefore the regional office comments will be solicited during the public comment period. NPDES Recommendation by: Signature Date Regional Office Comments Date Regional Recommendation by: Signature Reviewed and accepted by: Date Regional Supervisor: Signature Date NPDES Unit Supervisor: Signature Daniel Stowe Botanical Garden Fact Sheet NPDES New Permit Page 2 SOC PRIORITY PROJECT: No To: NPDES Unit Water Quality Section Attention: Agyeman Adu-Poku Date: September 10, 2007 NPDES STAFF REPORT AND RECOMMENDATIONS County: Gaston NPDES Permit No.: NC0088684 PART I - GENERAL INFORMATION 1. Facility and address: Daniel Stowe Botanical Garden 6500 South New Hope Road Belmont, NC 28012 2. Date of investigation: September 6, 2007 3. Report prepared by: Michael L. Parker, Environmental Engineer Il 4. Person contacted and telephone number: Jerry Wood, (704) 825-4490, ext. 1254 5. Directions to site: The entrance to the Daniel Stowe Botanical Gardens is located on Highway 279 (South New Hope Road) = Yz mile north of the junction of Hwy. 279 and Hwy. 273 (Armstrong Road) in southern Gaston County. 6. Discharge point(s), list for all discharge points: - Latitude: 350 09' 34" Longitude: 800 03' 06" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: -CL14NE- Ir 1L{S\1 C1As m6,106y ' 7. Site size and expansion area consistent with application: Yes. There is ample area for the construction of treatment facilities, if necessary. 8. Topography (relationship to flood plain included): The site is gently rolling (2 - 6% slopes). The site is well removed from any flood plain. 9. Location of nearest dwelling: Approx. 1000+ feet from the site. Page Two 10. Receiving stream or affected surface waters: UT to Catawba Creek (Lake Wylie) a. Classification: WSJ (, b. River Basin and Subbasin No.: Catawba 030837 C. Describe receiving stream features and pertinent downstream uses: The receiving stream is a dry ditch at the point of discharge, and appears to be dominated by storm water flow during periods of wet -weather. There are no other downstream dischargers known. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS a. Volume of wastewater: 0.0038 MGD (Design Capacity) b. What is the current permitted capacity: N/A (new permit) C. Actual treatment capacity of current facility (current design capacity): There are no existing WWT facilities. d. Date(s) and construction activities allowed by previous ATCs issued in the previous two years: There have been no ATCs issued to this facility in the past two years. e. Description of existing or substantially constructed WWT facilities: There are no existing WWT facilities. f. Description of proposed WWT facilities: The applicant does not plan to construct WWT facilities at this time, however the wastewater is generated from a reverse osmosis water treatment system that includes the use of a water softener. g. Possible toxic impacts to surface waters: There are no toxic impacts expected from the proposed discharge, however, the wastewater is expected to be high in minerals. Residual handling and utilization/disposal scheme: Residuals generation is not expected. Treatment plant classification: This facility does not meet the minimum criteria for a Class I rating. 4. SIC Code(s): 8422 Wastewater Code(s): 22 MTU Code(s): 00000 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)? No public monies were used in the construction of this facility. 2. Special monitoring or limitations (including toxicity) requests: None at this time. Page Three Important SOC/JOC or Compliance Schedule dates: N/A 4. Alternative analysis evaluation a. Spray Irrigation: There is ample area for the construction of a spray irrigation system, however, the applicant has chosen to discharge the wastewater due to the low volume and pollutant levels. b. Connect to regional sewer system: None presently available to the site. C. Subsurface: This option would appear to be available to the applicant given the large amount of available area. d. Other disposal options: None that we are aware. PART IV - EVALUATION AND RECOMMENDATIONS The applicant proposes to discharge up to 3800 gpd of wastewater from a reverse osmosis GW treatment system used to produce water for plant irrigation and a high pressure misting system. The only constituents expected to be found in the wastewater are mineral deposits removed from the GW. Pending a final technical review by the NPDES Unit, it is recommended that a permit be issued as requested. AL C Signature of Re ort Preparer Date �t 6 lL— 17b ,07 Water Quality Regional Supervisor Date h1dsrXdsN7ldstowe.dsr 65- ;7 1685 14 % 3;1 J I lit Itll f X 6.9 % A N "v 0( IQ 0 0 D" J, \•. ��.i ��r �� ( l ��\..� X1, A r V Iv v, I 7f 0 .................. "6 V t 252 jfIj I it 01 90/� 2431 V (0 A o __ 540 4, f 4STON Co YORI co- QN 4.1 , D LAKE 7�, E V 51. f I If V. 087 Qv ha 0 am It �4 Ppk C M SM 62f, j: 41X v V, re V if; ZW el -4. 274 z 0. 5 All. TO S. C. 557 494 (L-4 KZ YLIE) 495 sc cw)cd Daniel Stowe Botanical Garden July 19, 2007 Mrs. Teresa Rodriguez North Carolina Division of Water Quality/NPDES Unit 512 N. Salisbury St. Raleigh, North Carolina 27604 A Garden for all Seasons! RE: Daniel Stowe Botanical Garden — Reverse Osmosis System, Return No. 2253, Gaston County SUBJECT: Engineering Alternatives Analysis Dear Mrs. Rodriguez: Using the Division of Water Quality's Engineering Alternatives Analysis (EAA) Guidance Document it has been concluded that a direct discharge to surface water is the most environmentally sound, cost-effective alternative for removal of the reverse osmosis wastewater created at Daniel Stowe Botanical Garden's Orchid Conservatory. A reverse osmosis (RO) water purification system is being installed as part of the construction of an Orchid Conservatory at Daniel Stowe Botanical Garden. The conservatory is approximately 8,000 SF, with a 1,600 SF support building attached. The RO system is used to purify water used to hand -water plants inside the conservatory, as well as supply water for the high pressure misting system overhead, used to provide additional moisture to the air within the conservatory. Non -municipal flow projections based on peak use from the misting and hand -watering operations are 3,800 GPD, creating a reject flow of 3,800 GPD. An evaluation of the technologically feasible alternatives included: connecting to existing wastewater treatment system, wastewater reuse methods, and direct discharge to surface waters. The existing wastewater treatment system is a private septic system on Daniel Stowe Botanical Garden property and is designed for 5,000 GPD. The addition of 3,800 GPD would overwhelm this system, making this alternative infeasible. The reuse.of the wastewater as irrigation is also not feasible as the garden already has an extensive irrigation system used for watering its wide variety of plants, including many non -indigenous plants, which would react poorly the RO wastewater. This leaves the direct discharge to surface waters as the only technologically feasible alternatives. This RO system is simply treating potable well water pumped from a well on Daniel Stowe Botanical Garden property to the RO system in order to create purified water which will work in the high-pressure misting system without creating calcium deposits on the high-pressure nozzles, which would lead to maintenance issues and system failure. This wastewater will not have any oxygen -consuming waste. The system requires 2 gallons of water to create 1 purified gallon. Based on the potential restrictions to a wastewater discharge to surface water listed in the EAA Guidance Document, we have determined that this reverse osmosis wastewater discharge will be allowed. Sincerely, e ood Heliantlyut tclyweinitzii federally endangered species protected at rbe Garden t Recycled paper 6500 S. New Hope Rd. Belmont, NC 28012 704.825.4490 704.829.1240 (fax) www.DSBG.org iviap Uaipui Page 1 of 1 C vec V- httm//e¢nvl.co.¢acton.nc.ne/website/ParcelDataSite/ManFrame.htm 6/5/2007 K & W Laboratories 9331-B Albemarle Road Charlotte, North Carolina 28227 Tel (704) 569-.1800 Fax (704) 569-0055 Date: April 05.2007 Client: Daniel Stowe Botanical Gardens 6500 S. New Hope Rd. Belmont, NC 28012 Re- Summarized Report for New Well Inorganics Contaminant Result (mg/1) Turbidit y 0.97 Arsenic <0.005 Barium <0.4 Cadmium <0.001 Calcium 17 Chloride 5 -Copper <0.003 Cy anide <0,Q4 Flouride <0.1 Iron <0.06 Lead <0.005 Magnesium 2.37 Manganese 0.018 Mercury 0.0004 Nickel <0.1 Nitrate <1 Nitrite <0.05 Selenium <0.01 Silver <0.05 Sodium 6.05 Sulfate <5 Acidity 3.78 Antimony <0.003 Beryllium <0.002 Thallium <0.001 L• inc <1.0 Color <5 Total Hardness 45 H 6.68 Alkalinity 53 Total Dissolved Solids 226 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number $ (0la If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Daniel Jonathan Stowe Conservancy Facility Name Daniel Stowe Botanical Garden Mailing Address 6500 South New Hope Road City Belmont State / Zip Code N.C. 28012 Telephone Number (704-825-4490 ext 1254) Fax Number (704-829-1243) e-mail Address wood@dsbg.org 2. Location of facility producing discharge: Check here if same as above Street Address or State Road City State / Zip Code County 3. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name N/A Mailing Address City State / Zip Code Telephone Number ( ) Fax Number ( ) 4. Ownership Status: Federal ❑ State ❑ Private ® Public ❑ Page 1 of 3 C-WTP 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants 5. Type of treatment plant: ❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by filtration and disinfection) ❑ Ion Exchange (Sodium Cycle Cationic ion exchange) ❑ Green Sand Filter (No sodium recharge) ® Membrane Technology (RO, nanofiltration) Check here if the treatment process also uses a water softener 6. Description of source water(s) (i. e. groundwater, surface water) Well Water 7. Describe the treatment process(es) for the raw water: Water passes through a water softner and then is treated by a RO system. at which time this water is then used to water plants and operate a high preasure misting system inside of a conservatory S. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: The discharge water would have calcium deposits present. 9. Number of separate discharge points: 1 Outfall Identification number(s) 10. Frequency of discharge: Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: 7 Duration: 12.0 hours 11. Plant design potable flowrate 3800 gallons per day MGD Backwash or reject flow 3800 gallons per day max MGD 12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): none Page 2 of 3 C-WTP 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants 13. Please list all water treatment additives, including cleaning chemicals or disinfection treatments, that have the potential to be discharged. N/A 14. Is this facility located on Indian country? (check one) Yes ❑ No 15. Additional Information: Provide a schematic of flow through the facility, include flow volumes at all points in the treatment process, and point of addition of chemicals. D Solids Handling Plan 16. NEW Applicants Information needed in addition to items 1-15. New applicants must contact a permit coordinator with the NCDENR Customer Service Center. Was the Customer Service Center contacted? ® Yes ❑ No D Analyses of source water collected Engineering Alternative Analysis Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a water quality model. 17. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. 19 Printed-rrjhe of Person Siang /% Title Applicant Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page 3 of 3 C-WTP 03/05