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HomeMy WebLinkAboutNC0088765_Permit Issuance_20090108=n N—CD ENR Wayne Smith 51 Bridge Street, #B Sylva, NC 28779 Dear Mr. Smith, Michael F. Easley Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources January 8, 2009 Coleen H. Sullins, Director Division of Water Quality Subject: Issuance of NPDES Permit NCO088765 Tinsletown RV Park Jackson County Division personnel have reviewed and approved your application for renewal of 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). This final permit includes no major changes from the draft permit sent to you on October 22, 2008. The Division recommends that you consider ultraviolet (UV) disinfection for your facility. Chlorine can be acutely toxic to aquatic organisms and forms secondary compounds that can also be detrimental to aquatic life. UV disinfection would reduce the chemical load in your facility's effluent and reduce risks to aquatic life instream. The Division also recommends that the plant will be equipped with emergency generators to operate all critical pans of the plant during the power outage. The dumping of recreational vehicle holding tanks that contain formaldehyde or other toxic compounds should be prohibited. If any pans, 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 pemrit 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 Sergei Chemikov at telephone number (919) 807-6393. Sincere4, �04 Jen H. Sullins cc: NPDES Permit File ; Central Files Asheville Regional Office / Surface Water Protection Mark Brooks, P.E., Brooks Engineering Associates, PA, 17 Arlington Street, Asheville, NC 28801 N. C. Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Internet: h2o.encstate.nc.us Phone: (919) 807-6300 fax: (919) 807-6495 DENR Customer Service Center: 1 800 623-7748 Permit NCO088765 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PFRMTT TO DISCHARGE WASTEWATER 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, Wayne Smith is hereby authorized to discharge wastewater from a facility located at the Tinseltown RV Park 80 Wllmont Road Sylva Jackson County to receiving waters designated as Tuckasegee River in Little Tennessee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective February 1, 2009. This permit and authorization to discharge shall expire at midnight on November 30, 2012. Signed this day January 8, 2009. f4-- Z��K. 'V- Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NCO088765 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Wayne Smith is hereby authorized to: 1. After receiving an Authorization to Construct permit from the Division, construct wastewater treatment facilities not to exceed 0.0042 MGD design now. 2. After submitting an Engineer's Certification, operate 0.0042 MGD package plant located on Wilmont Rd. at Tinseltown RV Park in Jackson County and discharge from said treatment works at the location specified on the attached map into Tuckasegee River, a class B water in the Little Tennessee River Basin. Latitude:35°24'12" Tinselt:own RV Longitude: 83°197' WW1 P Receiving Stream: Tuckasegee River Stream Class: B NCO08876 Subbasin: 040402 Jackson Coui Facility Location orth Permit NCO088765 A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning upon completion of the construction of WWTP and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER LIMITS MONITORING REQUIREMENTS f MohthN Average Daily Maximum Measurement Fr uenc Sample Type Sample Locatlon ; Flow 0.0042 MGD Weekly Instantaneous Influent or Effluent BOD, 5-day (20°C) 30.0 mg/L 45.0 mg/L Weekly Grab Effluent Total Suspended Solids 30.0 mg/L 45.0 mg1L Weekly Grab Effluent Fecal Coliform (geometric mean 200/100 mL 400/100 mL Weekly Grab Effluent Total Residual Chlorine RC ' 28 Ng/L 2/Week Grab Effluent Temperature (T) Weekly Grab Effluent pH > 6.0 and < 9.0 standard units Weekly Grab Effluent Footnotes: 1. Limit and monitoring applies only if chlorine is added for disinfection. The Permittee shall report all effluent TRC values reported by a NC -certified laboratory [including field -certified]. Effluent values below 50 µg/L will be treated as zero for compliance purposes. There shall be no discharge of floating solids or visible foam in other than trace amounts PUBLIC�NOTICE`IM ' STATEO!~NOF"-CAROLINA.� L, 1617=.MAILSERVICE'CENT �",, ,}'FIALEIGH; NC�27899-i61i NOTIMATIM ONNTENT' lSSUE*N?DES' WA9EWA; '� bas� =PERMR , n Ori t ie is of th'orou`gh s1 .view and application of NC G Stattite':143.2U,-1 ,and :ISA pemt,_10 'the;person(s)'ltsted tielcw . effecti!t52d�ys from the publish ''date;o�t�is}riotit:e ,', �r�Wri_ cotptnenss regarding the, p 'scd 1tWil.be accepted un- tittays�r the publish date -of 'tills notice ��Al) commentsrecelyed I.f prl°ffr m that tr3 ld mom, 0 :. the rr s� a.. . pproppoo:` . �p ro e.; NCDiril on, f ateJC Wit tnay;de clde`to td�'a 1i btjc Meets for this Oro •9ttY eat lT Y!sceb� • 9silr#�� `� of ' :,- a ;Copies of_.:;4hedraft POrmlt and.. rep;wlai D1 - so�-s Pleas ,.� numb tloh : � h visit e; 5127602 Lim ark tton oif sylvarlva- :new'N the T#its This peg treatett Rivern Baaln_.1 - un WP LittleT% .:'Caro (85001 228TT4)1 to ;Alta' '{4C002a lcewli Permit .Cis d, .._Class 1 �meohcosofCnyatfes tioo aatl coMments artdlor mi-ilnforniaddo-10 the Ac of Waief Qltal at the 8bovie or -call Dipaprinkle;(919), 'at the Nlnt Source,Branah. ncluds the NPDES 'permit (below) in any dOmMunlea terested persons; may also 'Division of Water Quality"'at allsbury � Street; Ratelgh, NC - 48 between the hours of 8:00 5:00 p 61; to leview jnforma- �te 3 Smith (51•_84dgd:Sbeet, #Bi; 'C ?.8T. 9 . hes agqppl�lcd fa a pES permit NCO08 MS-44 letown'8V Park-,In'Jackson. tore°disc 7rays.lst Rant Ba 0111ty.V ill eitseltarge atettiI0040 wogee (to Tennessee. River f 130D,TSS; and total to zsre; wafer•.quality cka -g'e ma)► a In this portion of the Mlver, asin: :: 3j serwco;inc. of,NC: West;'Sapphire,- `NC: led for a modification wastesAiater:--permit k Carollni Water Sery . > p�r<dthe wastewatea In tlje Savannah River 5iainmogla, and fatal rinens�ter quality. TsWd 'e niay affect f u sg iP'�Is portion of the .: ;reetc�`In the Savannah 320. NORTH CAROLINA Jackson County AFFIDAVIT OF PUBLICATION Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified, and authorized by law to administer oaths, personally appeared .......... A...,.xe ........... ........... who is first duly sworn, deposes and says: that he -she is .................................................•.....................�� ` ........................... (Owner, partner, publisher, or other officer or employee authorized to make this affidavit) of The Sylva Herald and Ruralite, engaged in the publication of a newspaper known as The Sylva Herald and Ruralite published, issued, and entered as second class mail in the Town of Sylva, in said County and State; that he -she is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in The Sylva Herald and Ruralite on the following dates; ..........................a�......3 6)r............... ................................... • ........................................................................................................ and that the said newspaper in which such notice, paper, document, or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina. This ................•.. day of ..........................................✓ I .....�:.orJr...... .,$� '45L ....................................................................................:..... ... .. . (Signature of person making affidavit) .� �; Sworn to anal_su� t e before me, is ' / ................. ......../..... ,. dayof .......�v� .. . / IE .... .... ... ... ..... etic............ ............... N tiCounty, North cBmllm My CO—MMb" Exp1ms =ebrwq 7413 My Commission expires: .................... 'e". . . .......................... DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NCO088765 Facility Information Applicant/Facility Name: Wayne Smith/Tinsehown RV Park Applicant Address: 51 Bride Street #B, S lva, North Carolina 286779 Facility Address: 80 Wilmont Rd., S lva, North Carolina 28779 Permitted Flow: 0.0042 MGD Type of Waste: 100% Domestic. Other Permit(s): N/A Facility / Permit Status: Class II / New County: I Jackson County BACKGROUND: Tinseltown RV Park WWTP is a proposed Class 11, 100% domestic wastewater treatment system that treats waste from an RV Park with 42 RV spaces. The EAA for this facility has been approved on September 10, 2008. Effluent limitations are based on Level B model conducted on September 30, 2008. PROPOSED SCHEDULE FOR PERMIT ISSUANCE Draft Permit to Public Notice: October 22, 2008 (est.) Permit Scheduled to Issue: December 18, 2008 (est.) NPDES CONTACT: If you have questions regarding any of the above information or On the attached permit, please contact Sergei Chemikov at (919) 807-6393. (j/y REGIONAL OFFICE COMMENTS: ARO did not object to the proposed project. Fact Sheet NPDES NCO0331 I 1 Renewal Page 1 Pidiii Ad ® North Carolina Wildlife Resources Commission KN Gordon Myers, Executive Director November 18, 2008 Mr. Sergei Chemikov Division of Water Quality, NPDES Program 1617 Mail Service Center Raleigh, North Carolina 27699-1617 SUBJECT: Mr. Wayne Smith, Tinsletown RV Park NPDES Permit No. NCO088765 Jackson County Dear Mr. Chemikov: Biologists with the North Carolina Wildlife Resources Commission (Commission) reviewed the notice about the proposed NPDES permit for Mr. Wayne Smith. This permit would allow the discharge of 4,200 gallons per day of treated wastewater from the Tinsletown RV Park into the Tuckasegee River in Jackson County. Comments from the Commission on this proposal are provided under provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), North Carolina General Statutes (G.S. 113-131 et seq.), and the North Carolina Administrative Code 15A NCAC 101.0102. The Tuckasegee River is designated an Aquatic Significant Natural Heritage Area of national significance because of numerous rare aquatic species. It supports the federally endangered Appalachian elktoe mussel (Alasmidonta raveneliana) and other rare species like the olive darter (Percina squamata, FSC, NC -SC). However, water quality in the river is deteriorating because of sedimentation and other non - point and point pollution sources. The river was recently added to the 303d List because of elevated fecal coliform contamination. The river has ample assimilative capacity for the proposed wastewater treatment plant (W WTP) discharge. However, the Commission is concerned that operational upsets would eventually harm rare aquatic species. Small package plants, as presumably proposed at the Tinseltown RV Park, are susceptible to treatment efficiency problems because of irregular loading. Mussel declines have occurred downstream WWTPs, most notably below the Franklin WWTP on the Little Tennessee River in Macon County and more recently below the Burnsville W WTP on the Cane Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721 Telephone: (919) 707-0220 • Fax: (919) 707-0028 NC 0088765 Page 2 November 18, 2008 Jackson County River in Yancey County. Chlorine is acutely toxic to aquatic life and freshwater mussels are extremely sensitive to ammonia. Therefore, ultraviolet light or ozone systems are recommended instead of chlorine and de -chlorination systems. Ambient concentrations in the range of 0.3 to 1.0 mg/L total ammonia as N at pH 8 do not appear toxic to freshwater mussels (Augspurger et al. 2003). WWTPs should employ technology that achieves these low ammonia concentrations. Because of sensitive aquatic life in the receiving stream, the Commission recommends that alternatives to surface water disposal be evaluated before issuing a permit. Land application may be possible depending in part upon land availability and soil suitability. Another option, possibly in the near future, would be connection with an existing collection system like the Whittier Sanitary District, which was approved in 2001. The Whittier Sanitary District may extend close to the Tinseltown RV Park or extensions may already be anticipated. If the NPDES permit is issued, then the Commission recommends that it be conditioned as follows to help protect sensitive aquatic resources in the river: 1. Ultraviolet light will be used for disinfection of effluent instead of chlorine. 2. The dumping of recreational vehicle holding tanks that contain formaldehyde or other toxic compounds, which can harm treatment efficiency, will be prohibited. A quality assurance system needs to be developed to prevent violation of this condition. 3. The treatment plant will be equipped with emergency generators to operate all critical parts of the plant during a power outage. 4. The permittee will contact Commission representatives and the U.S. Fish and Wildlife Service in Asheville immediately in the event that treatment problems arise. This would facilitate our assessment of any aquatic resource damages, assist the Division of Water Quality with remedial actions, and help assure the safety of our field staff who routinely survey the Tuckasegee River. Contact information has been or will soon be provided to Mr. Roger Edwards with the Division of Water Quality's Asheville Office. 5. The facility will connect with a central waste collection system should service become available. The Commission also wishes to take this opportunity to remind the Division of Water Quality of the need for a site specific management strategy for the Tuckasegee River watershed as required by 15A NCAC 02B .0110. This rule, which became effective on August 1, 2001, requires the development of strategies for maintaining water quality in watersheds that harbor federally -listed aquatic species. The strategy for the Tuckasegee River was supposed to be finished in March 2007, which is when the first full 5-year basin planning cycle was completed after rule implementation. Specific mitigative measures for new NPDES discharges in the Tuckaseegee River should be addressed in such a strategy. Thank you for the opportunity to review and comment on this permit action. If there are any questions regarding these comments, please contact me at (828) 452-2546 extension 24. NC 0088765 Page 3 Jackson County Sincerely, -;,//g . Dave McHenry Mountain Region Coordinator, Habitat Conservation Program ec: Allen Ratzlaff, USFWS Angie Rodgers, Natural Heritage Program References: November 18, 2008 Augspurger, T., A. E. Keller, M. C. Black, W. G. Cope, and F. J. Dwyer (2003) Water quality guidance for protection of freshwater mussels (Unionidae) from ammonia exposure. Environmental Toxicology and Chemistry 22:2569-2575. STAFF REPORT TO: Sergei Chernikov FROM: Roy Davis 0-1.� DATE: September 4, 2008 SUBJECT: NPDES Permit Application Tinseltown RV Park Wastewater Treatment Plant Jackson County lf1 SEP 8 2008 L' 1 v; Try r•.7M.ITY On May 27, 2008 1 looked at the piece of property in Jackson County proposed for development as the Tinseltown RV Park. The proposed receiving stream is the Tuckaseigee River. I know of no reason we should not issue the requested permit. Neither am I aware of any special conditions that should be made a part of any permit we issue. I will call your attention to the presence of the elk toe mussel, a federally listed endangered species, in the Tuckaseigee River below the project site. Also be aware that segments of the Tuckaseigee River in the project area appear on the Draft 2008 303(d) list for fecal coliform impairment. G:\WPDATA\DEMWQ\Jackson\Tinseltown RV Park Staff Report.08.doc Tinseltown RV Park Tuckasegee River Class B 040402 Proposed 100% domestic wastewater discharge in the Tuckasegee River. Design capacity is 0.0042 MGD Estimated hydrologic info at proposed discharge point DA —372 mil QA-856 cfs Summer 7Q 10 —210.6 cfs Winter 7Q10 —251.8 cfs 30Q2-376.4 cfs Predicted IWC 0.003 % Level B model results (can't print model at this time !) 2 reaches, with no runoff flow included, slope of 12.5 fpm Reach 2 has trib flow from Bumgarner Branch at head waters Began with inputs for secondary treatment BOD5 = 30 mg/l, assume eff NH3 of 20 mg/l CBOD=45 mg/l and NBOD= 90 mg/l, no eff DO limit included Model results: predicted DO min = 7.72 mg/l at milepoint 0.0 End CBOD =1.95 mg/l End NBOD = 0.98 mg/l End DO = 8.20 mg/l Recommendation: Summer and winter limits of 0/30 protect instream DO standard. Effluent DO limit is not need Effluent NH3 limits not needed. MODEL INPUTS FOR LEVEL B ANALYSIS GENERAL INFORMATION Facility Name: „ /st ✓ IV A l — NPDES No.: Type of Waste: 6C, X cl,"I Facility Status: ,, osr r,C Receiving Stream: u-A./sc Stream Classification: Subbasin: LT/✓0 Z z County: ;I#- ck/wl Regional Office: A100 Topo Quad: FSn/Gr FLOW INFORMATION USGS # Date of Flow Estimates: Drainage Area (m0): 372-ini 7' Summer 7Q10 (cfs): r a/o, b ctr Winter 7Q10 (cfs): Average Flow (cfs): r b c>r 30Q2 (cfs): /' ?76, ycfj IWC at Point of Discharge RW: Cummulative IWC (%): MEMEMEMENINNISM MODEL INPUT INFORMATION LENGTH OF REACH (miles) O• %�/'ib i /, r INCREMENTAL LENGTH (miles) WASTE CHARACTERISTICS FLOW (MGD) pp Y.7 CBOD (mg/1) NBOD (mg/1) D.O. (mg/1) RUNOFF CHARACTERISTICS 7Q10 (cfs/mf2) QA (cfs/mil) CBOD (mg/1) NBOD (mg/1) D.O. (mg/1) TRIBUTARY CHARACTERISTICS /3✓n ✓a/ 8/� w% 06. /,tr n, 7Q1 O (cfs) QA (cfs) CBOD (mg/1) NBOD (mg/1) D.O. (mg/1) SLOPE (fpm) IR'Llk, ST M Name of facility hopes leaV 1.4 ,& A,-� -= O.d 69W-Z OVP W13w Oid Tinseltown RV Park Residual Chlorine Ammonia as NH3 (summer) 7Q10 (CFS) 210.6 7Q10 (CFS) 210.6 DESIGN FLOW (MGD) 0.0042 DESIGN FLOW (MGD) 0.0042 DESIGN FLOW (CFS) 0.00651 DESIGN FLOW (CFS) 0.00651 STREAM STD (UG/L) 17.0 STREAM STD (MG/L) 1.0 UPS BACKGROUND LEVEL (t 0 UPS BACKGROUND LEVEL 0.22 IWC (%) 0.0031 IWC (%) 0.00 Allowable Concentration (ugi 549970.92 Allowable Concentration (m 25234.18 Ammonia as NH3 (winter) 7Q10 (CFS) 261.8 Fecal Limit 2001100mi DESIGN FLOW (MGD) 0.0042 Ratio of 32350.2 :1 DESIGN FLOW (CFS) 0.00651 STREAM STD (MG/L) 1.8 UPS BACKGROUND LEVEL 0.22 IWC (%) 0.00 Allowable Concentration (m 61114.55 9/30/2008 H r-rL- !v ui N 1 • cuM elcv i4ist .dirt Sao .. PIA? 0RAI /goo st�rh SloPt. Cole- 1 Ltio n S /900 / 0, r"ll-I dtSt anC. Facility: Tinseltown RV Park NPDES#: Receiving Stream: Tuckasegee River Comment(s): Low Flow Record Station Number. Hydrologic Area Number. Drainage Area Low Flow Record Station: Qave Low Flow Record Station: s7Q10 Low Flow Record Station: w7Q10 Low Flow Record Station: 30Q2 Low Flow Record Station: 03.5105.0000 HA10 347 763.40 cfs 198.00 cfs 236.00 cfs 353.00 cfs must be < 400 sq. miles Drainage Area New Site: 372 MAR New Site: 2.3 Qave per Report Equation: 856 cfs s7Q10 per Report Equation: 141.88 cfs w7Q10 per Report Equation: 201.53 cfs 30Q2 per Report Equation: 294.33 cfs Continue Drainage Area Ratio: 1.07 :1 [ new DA / Da at gage Continue Weighted Ratio: 0.98 :1 Over -ride Inappropriate Site ( y ): Drainage Area New Site: 372 MAR New Site: 2.3 Weighted Qave per Report Equation: 856 cfs Weighted s7Q10 per Report Equation: 210.57 cfs Weighted w7Q10 per Report Equation: 261.77 cfs Weighted 30Q2 per Report Equation: 376.41 cfs BROOKS En ineeri As ociatee Land Planning Civil Engineering Surveying Environmental Services August, 18 2007 North Carolina DENR Department of Water Quality NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Attention: Ms. LeToya Fields Regarding: NPDES Permit Application Tinseltown RV Park Jackson County, NC Dear Ms. LeToya Fields: Brooks Engineering Associates is pleased to present the enclosed NPDES Permit Application on behalf of Wayne Smith. Enclosed are the following items: ■ NPDES Application Form D; ■ A check for the $860 application fee; ■ Engineering Alternative Analysis which includes: o a site map showing the discharge location; o flow information from the USGS office in Raleigh; and o local government review form (as an Attachment). 17 WiirgOon Street Asheville, INC 28801 P: 828.232.4700 F. 828.2.32.1331 We trust that this application package is complete. However, please contact us (828) 232-4700 if additional information is required. We look forward to working with the NPDES Unit on this permit application. Sincerely, Brooks Engineering Associates, PA Mark C. Brooks, P.E. • NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD • 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 NC00 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 Wayne Smith Facility Name Tinseltown RV Park Mailing Address 51 Bridge Street #B City Sylva State / Zip Code NC/ 28779 Telephone Number (828)269-0253 Fax Number ( ) e-mail Address 2. Location of facility producing discharge: Check here if same address as above ❑ Street Address or State Road 80 Wilmont Rd City Sylva State / Zip Code NC/ 28779 County Jackson 3. Operator Information: Name of the ,firm, public organization or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name Wayne Smith Mailing Address 51 Bridge Street #B City Sylva State / Zip Code NC/ 28779 Telephone Number (828)269-0253 Fax Number ( ) 1 of 4 Farm-D 1/06 NPDEB APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 4. Description of wastewater. Facility Generating Wastewater(check all that applyr Industrial ❑ Number of Employees Commercial ❑ Number of Employees Residential ❑ Number of Homes School ❑ Number of Students/ Staff Other ® Explain: RV Park Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.): Tinseltown RV Park willhave 42 RV spaces that are anticipated to be rented on a daily, weekly, or monthly basis. The design flow is calculated based on 100 gpd per RV space so the design flow is 4,200 gallons per day Population served: = 2.5 x 42 = 105 S. Type of collection system ® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer) 6. Outfall Information: Number of separate discharge points 1 Outfall Identification number(s) to be assigned Is the outfall equipped with a diffuser? ❑ Yes ❑ No 7. Name of receiving stream(s) (Provide a map shouring the exact location of each outfallj: The receiving stream is the Tuckasegee River. The discharge location is shown on Figure 2 of the EAA. The discharge location is N 35o 24' 11.9801, W 83o 19' 17.27" S. Frequency of Discharge: ® Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: Duration: 9. Describe the treatment system List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. The proposed treatment technology is a recirculating media filtration unit designed to treat 4,200 gallons per day. The proposed plant is an EZ Treat"m system in which septic tank effluent is dosed approximately 36 times a day over a high surface area synthetic media for aerobic biodegradation. The system has a dual treatment train to allow for duplicity in the system and provide backup treatment in an emergency situation. The system will be equipped with W disinfection in anticipation of secondary discharge limits being required. Should tighter discharge limits be required, a different treatment plant technology may be selected. Anticipated discharge limits are to be designed to meet or exceed monthly average limits of 30 mg/1 five day BOD, 30 mg/1 TSS,15 mg/l Ammonia, and 200 cfu/ 100 ml fecal coliform. 2 of 4 Form-D 1 /06 9 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow 0.0042 MGD Annual Average daily flow MGD (for the previous 3 years) Maximum daily flow MGD (for the previous 3 years) 11. Is this facility located on Indian country? ❑ Yes ® No 12. Effluent Data Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three samples and must be no more than four and one half years old. Parameter Daily Maximum Monthly Averse Units of Measurement Number of Samples Biochemical Oxygen Demand (BOD5) Fecal Coliform Total Suspended Solids Temperature (Summer) Temperature (Winter) pH 13. List all permits, construction approvals and/or applications: Type Permit Number Type Hazardous Waste (RCRA) NESHAPS (CAA) UIC (SDWA) NPDES PSD (CAA) Non -attainment program (CAA) Ocean Dumping (MPRSA) Dredge or fill (Section 404 or CWA) Special Order of Consent (SOC) Other Permit Number 3 of 4 Form-D 1106 r/M C)/ 1I9 LV VV 1. 1y ..... .. .•.• v/v� •• i • . NPDFB APPLICATION - FORM D For privately owned treatment systeme treating 100% domestic waetewatere <1.0 MOD 14. APPLICANT CERTIFICATION I cerft that I am familiar with the information 'contained in the application and that to the beat of my knowledge and belief such information is true, complete, and accurate. VMth= smith t 1 t'l a Manager Printed.=me of Person Signing Title .. ._ Signffure of Applicant bate North Carolina General &atnte 143-215.6 (b)(2) states: Any person who knowingly melees any false stalamnt representation, or cation in any a -- record, reps, per, or other dccwnwt Mw or requhvd to be maintained udder ArMe 21 or regalatiens of the Surlroamentat Mmanwent Commf adore hadmenting that Awe, or who falst[fee, tmpers wlth, or lmowl� render in=urae any recordiisg or monitoring device ar method mptrod to be operated or maintained under Article 21 ar regulatiana of the Fnvkorunenwl Mausgemect Comniisaion implemcnting that Article, shall be guilty of a m#sdemeenor puniahhable by a fine not to exceed $25,000, or by impdootment not to cured nix months, or by both. (18 U.S.C. SeWou 1001 provides a punishment by a fine of not more th= $25,000 or imprisonment not more then 5 years, or both, for a simffar offeftm) 4014 1 i i ttq yi ! AUG 2 5 2008 Lj' 4 / t TER r►iA��;;%`_` i Form-D iM 08-15-2008 13:14 PAGES