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HomeMy WebLinkAboutNC0089613_NPDES Permit Application_20160602 • RECEIVED/NCDEQ/DVVR APR 13 2016 Wir April 13, 2016 Water Quality Permitting Section THEJulie A Grzyb, Environmental Engineer WOOTENNC DEQ/Division of Water Resources/Water Quality Permitting NPDES Complex Permitting, Wastewater Branch COMPANY 1611 Mail Service Center Raleigh,NC, 27699-1611 ENGINEERING RE: Brunswick Regional Water & Sewer H2GO NPDES Permit PLANNING Application ARCHITECTURE Dear Ms. Grzyb: On behalf of Brunswick Regional Water and Sewer H2GO, The Wooten Company is submitting the attached NPDES permit application for approval. H2GO is applying for a permit to discharge up to 2 million gallons per day (mgd) of concentrate water to the Brunswick River. This concentrate water would be generated from a new reverse osmosis (RO) water treatment plant. The following documents are included in the application: • EPA Form 1 • EPA Form 2D RECEIVED/HCDENR/DWR • Reverse Osmosis Pilot Test Report • Engineering Alternative Analysis (EAA) APR 1 8 2016 • Application Fee Water Quality Regional In addition to the above, you had provided a summary sheet of items you Operations Section Wilmington Revionai Office requested to see included in a permit application (see attached). Information in regards to this sheet is summarized below: • The Brunswick River is tidally influenced and is not freshwater. • Toxicity testing with mysid shrimp during the pilot study indicated the concentrate will not be toxic at the instream waste concentration (IWC) determined from the Cormix modeling presented in the EAA. • Any dissolved oxygen standard applies at the edge of the mixing zone per the North Carolina mixing rule 15A NCAC 2B.0204. DO data collected at the nearest river data station to proposed discharge point indicates background levels in the river can vary 120 North Boylan Avenue from 3.4 mg/L (summer) to 10.1 mg/L (winter). Rule 15A NCAC Raleigh NC 27603-1423 ( 02. 0220 (3) (b) allows an exemption to the DO standard based on /~^ lower values due to natural conditions (as exists in the Brunswick 919.828.0531 fax 919.834.3589 U 220 L 5) 4 River). Responses to comments on the DO issue were provided in response to agency comments on the Draft Environmental Assessment (EA). These responses were previously provided to you on November 13, 2015 following the November 12, 2015 THE permit coordination meeting. W O OT E N • An EAA is being submitted with the Cormix Model for this G project. The EAA indicates there are no other feasible discharge COMPANYalternatives. Also, per the attached e-mail from Tom Belnick, the local government review form is not required for this municipal ENGINEERING project. • A treatment process diagram is included in EPA Form 2D. PLANNING . A description of concentrate and flush water volumes generated is ARCHITECTURE included in EPA Form 2D. Membrane cleaning and other wastewaters (domestic from bathrooms, other cleaning chemicals) would be discharged to the sanitary sewer leading to the Brunswick H2GO existing WWTP. • Phase 1 and Phase 2 potable flows and concentrate flows are provided in EPA Form 2D. • Map showing the proposed outfall location is provided with EPA Form 1 • Additives to the raw wat r(antica alai nt) or to the permeate water (polyphosphate, caustic, hypochlorite, calcite) will not be discharged to the outfall. • The only solids generated would be spent cartridge filters which will be disposed of as normal garbage. • Cameron Weaver, the Customer Service Center representative for this project, was contacted. A permit coordination meeting was held at the DEQ Wilmington Regional on November 12, 2015. A list of attendees to this meeting is attached. • All other information on the attached sheet is included in the submittal. As part of this project, an environmental Scoping Letter and Environmental Assessment (EA) were near completion to meet the North Carolina State Environmental Policy Act(NCSEPA). However, on June 19, 2015 rule changes were implemented which resulted in this project no longer being subject to NCSEPA review requirements. Attached is a letter from David Wainwright indicating this project is no longer subject to NCSEPA. During the EA process, federal and state agencies and local governments provided comments on this project. These comments and the responses to these comments were provided to you in an e-mail from The Wooten 120 North Boylan Avenue Company on November 13, 2015. Mr. Wainwright should have an Raleigh NC 276034423 electronic copy of the Final EA report submitted prior to the rule changes. 919.828.0531 fax 919.834.3589 We can provide a hard copy or electronic copy of the Final EA report, as desired. We would like to have a brief meeting with you as soon as possible to THE verify that the attached NPDES application is considered complete. WOOTEN COMPANY Sincerely, ENGINEERING PLANNING ARCHITECTURE Carl Scharfe, P.E 120 North Boylan Avenue Raleigh NC 27603-1423 919.828.0531 fax 919.834.3589 WN BRUNSWICK REGIONAL ► s, ■ WATER AND SEWER Hzq0 • ,• • �!'Figure •e New - Treatment Plant and RO Discharge Line Proposed RO Water ��(USGS Map) Legend ► - o -'Treatment Plant Existing ► ■ r'�� �� �� •irc* ' cExisting WWTP ue �• _ Discharge���- Proposed RO Discharge •��Proposed 12" RO Concentrate Discharge ' S� �� 1 •.Well Locations Streams Parcels DirectioT of Flow i ���1 �j iq�J� �t• ��i t "T. e v 08a U R 1 inch = 1,200 feet 0 600 1.200 Feet THE WOOTEN COMPANY .9e-ei..r�YIY •rrpnrV�.unl11:4) R IrLA]iN rflRYs r Wl ry15 2 �( The Wooten rate y mekpawy dele. proEuc ftM prMM GIG her Mennen, nne the moal oonTennaavram infpmrm on poatab,trowa Blamaps ere pobk UorLppurpoo. only iA¢ mNa We canplYal BmrrKwbp CeeCs. qeK, and aBkr pupyc enp pnva[e reccrCe wo eal Uoora al SNOW be "Ukd raMiM Mul ae erwamann Hon ondiis map y YI(P'INBhe C aWf¢¢9"urne be heWWeE 11rH ft n1on%ahOne YdemlWnecl !pls nl un Wmbn CwnpenY euumae NO re-praalny W pre Inlgnuvryl mnwmp pn Va romps unlpu I GI S mGsmp p0(91 9) )M8Ba¢0ab]1 a 0 oy kapaapnnQsaC nwamesncompeany.com MfvCrolabwroemnattae iMmm¢M1¢n. ' BRUNSWICK H2GO Water Prolett—NPDES wastewater Permit Application Requirements Proposed RO Wastewater discharge to Brunswick River(SC,impaired for dissolved oxygen)/Cape Fear River Basin I.-Treatment NC Water Treatment Plant Strategy does not allow new Membrane orlon Exchange Water Treatment Plant wastewaters to freshwater. Pilot studies will have to demonstrate that the concentrate will pass chronic toxicity tests using mysid shrimp at 90%effluent concentration or the estimated dilution level.Proposed RO facility will receive a Pass Chronic Toxicity limitation in their permit. ...Effluent dissolved oxygen should meet Water Quality Standard of 2 5 mg/L. • Application Process:This will be a Major Permit for a new discharge Phase I Z MGD discharge for 4.0 MGD design:Phase Ii`2.0 MGD discharge for S MGD design , All new and expanding facilities MUST submit an Engineering Alternatives Analysis(EAA)with any required application(s).Should address connection or discharge to existing WWTP,Land Application such a spray irrigation,Wastewater reuse, Direct discharge, possible combinations,etc. EM includes local government approval. Perform water quality model(CORMIX)and discuss water quality impact and assessed dilution— submit with application. Complete Federal Application forms for MAJOR INDUSTRIAL FACILITIES ✓A EPA Form 1:Major Industrial Facilities and EPA Form 2D:New facilities Following are some additional questions/information NPDES requires to process the application. If the questions were answered in full as part of EPA Form 1 and 2D no more detail is necessary; however,if they were not,please provide the additional information separately. �. Describe the treatment processes) for the raw water. In addition, provide a schematic of flow through the facility, include flow volumes at all points in the water treatment process. The plan should show the point[s] of addition for chemicals and all discharges routed to an outfall[including stormwater]. ✓4 Describe the wastewater and the treatment process(es) for wastewater generated by the facility. Include information on membrane cleaning frequency,volume, treatment (pH adjustment), and if cleaning wastewaters will be blended with other wastewaters when discharged, or pumpedandhauled off for disposal. • Plant design potable flowrate Phase I T MGD Phase H S MGD • Backwash or reject flow Phase I / MGD Phase II 2.- MGD • Name of receiving stream(s) (Provide a�map shgwing the exact location of each outfall, including latitude and longitude): A TIaGN 1# Al I • Frequency of discharge: Continuous Intermittent 0 If intermittent: Days per week discharge occurs: and Duration: hours/day • • Please list all water treatment additives, including cleaning chemicals or disinfection treatments, which have the potential to be discharged. Alum / aluminum sulfate Yes• No Iron sulfate / ferrous sulfate Yea 19 uoride Yes No Ammonia nitrogen / Chloramines Yes Zinc-orthophosphate or sweetwater CP1236 Yes List any other additives below: • Additional Information: Discuss how Sods will be processed and disposed do Sol ti G.arle a, II a ✓Cene,a-bd. Ca r+i,de Ft t sa oft1o • NEW Applicants it, h O/.�.a( q 4%447" Information needed ✓ 1. New applicants are highly encouraged to contact a permit coordinator with the NCDENR Customer Service Center. Was the Customer Service Center contacted? %Yes 0 No iv]etAthtc.�.� Nov. 2.4 20 s- 2. Analyses oit source water collected (Baseline Raw Water Monitoring Data) 3. Pilot Study Summary of data 4. Engineering Alternative Analysis a. Discharges from Ion Exchange and Reverse Osmosis plantsshall be evaluated using a water quality model. .Membrane-Pilot Study Summary should include data for the following parameters: Aluminum,Arsenic,Barium, Beta, Particles,Calcium,Chloride,Copper,Iron, Magnesium,Manganese, Fluoride,Ammonia-Nitrogen, Nitrogen-Nitrate+Nitrite,Total Phosphorus,Total Nitrogen [TN=TKN+ (Nitrites+Nitrates)],Total Dissolved Solids,Total Suspended Solids,Zinc, Lead,pH,Radium 226&228 (pCi/L),Chronic Toxicity test(s) using mysid shrimp at 90%effluent concentration or estimated dilution (or perform a multi-concentration test). and if available,Phosphate as P,Total Alkalinity(as CaCO3), Bicarbonate,Carbonate,Hydroxide Alkalinity,Silica,Sulfate,Sodium. Is there groundwater contamination at any of the Superfund or Hazardous Waste Generator sites listed on Figure X?If so,what are the primary contaminants of concern? Have nearby wells been tested for these contaminants? Are all findings non-detect? (Any Stormwater?) • EPA Form 2F: Carl Scharfe From: Belnick, Tom <tom.belnick@ncdenr.gov> Sent: Wednesday, March 16, 2016 1:04 PM To: Carl Scharfe Cc: Grzyb, Julie Subject: NPDES/Local Government Form Carl- in response to your voice message concerning Local Government Review Form, I've copied the appropriate regulation below. This requirement pertains to new nonmunicipal applicants proposing to discharge domestic wastewater. If that requirement is not applicable to your situation,then you do not need to complete. If you have additional NPDES questions specific to RO discharges, please contact Julie Grzyb (copied). 15A NCAC 2H.0105(i) (i) Applicants for permits for new nonmunicipal domestic wastewater discharges shall file a notarized statement indicating whether or not each city or county government having jurisdiction over any part of the lands on which the proposed facility is to be located has a zoning or subdivision ordinance in effect, and, if such an ordinance is in effect, whether or not the proposed facility is consistent with the ordinance. Tom Belnick Supervisor NPDES Complex Permitting Unit, DWR North Carolina Department of Environmental Quality 919-807-6390 office tom.belnick cnr ncdenr.gov 512 North Salisbury Street 1617 Mail Service Center Raleigh, NC 27669 %'Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 SIGN UP SHEET SCOPING MEETING Brunswick H2G0 Water Treatment Plant Belville Brunswick County 11/12/2015 Name Agency Phone Email ttera,sat 8 02 1171Gfb�%rn ca n . art Scll f'� w 00 ui C'oo+ q g,�S3� CS m tuw►f�, 6 �r 9gy9 wa! er@ Oon a •tom N`OCM� —q \O-1 I�p•,�3\i Y�o��4.Wa����C�.o...c. � //��� DEL?-PV 1/0.TO-7285 br�4n-%,eV�Qn ��ga\i r14i L vrF e OIQ�ti�A IU l � JE D �l g inorGla . Sanche 2-K/n � - W2 b^?96-732y FM"'ry �ouGa e �znv ��nn 1�I GI.d RG 252 9`{'6 391to Mzi. z.ciunn.J ncuId.V-��•D (rL O�WA- Ittro co ( I q!o L Clem tsar c Dcr, 9i ' %9G 2Gb cd,cs.. tpdcdv.+c n Lewi Nc.BE LR q IU=1 'c2t S Ir da. le�tx's e r. CA�� alt;' Nc()CGt�Ob9cr 9��-796��.io3 A KP H tn Aowr Ws 6) 9 q , - (;k wkwa fw ro AM A11V rs 1-834 . 1, . �oV *Conference line X Not Available NCDENR WR.MINOTON REGIONAL OFFICE 127 CARDINAL DRIVE WH MW ON, NC 29405 9104 7215, PAX M1 350.2004 n ATA AMETiR North Carolina Department of Environment and Natural Resources Pat McCrory Donald R.van der Vaart Governor Secretary July 22,2015 To: Mr.Bob Walker,Brunswick Regional Water and Sewer H2GO,Leland,NC Subject: H2GO Groundwater Well Network,Reverse Osmosis Water Treatment Plant,and Process Wastewater Discharge to Brunswick River;Brunswick County Dear Mr.Pottern: I recently contacted you regarding the above project,which is currently undergoing North Carolina State Environmental Policy Act(NCSEPA)review.As we discussed,the North Carolina General Assembly recently passed Session Law 2015-90("An Act to Reform and Amend the State Environmental Policy Act")which was signed by Governor Pat McCrory on June 196,2015,and became effective immediately.The law significantly changes the criteria under which a NCSEPA review is now required. Under Session Law 2015-90,two key criteria exist in determining if a NCSEPA review is required.Projects which receive State funding in excess of$10,000,000 or involve a substantial,permanent change in the natural cover or topography of ten acres or more of public lands will continue to require NCSEPA review.Based on our discussions and the information you have provided about the proposed project it does not appear that it meets either of these key criteria as the project does not involve state funds or will it substantially and permanently impact 10 acres of public land(s).Therefore,the Division of Water Resources(DWR)believes that your proposed project no longer requires NCSEPA review,Due to the legislation taking effect immediately,the DWR will no longer proceed with the NCSEPA review of the project. Should your project change and you find that State funds in excess of$10,000,000 will be applied or you will substantially and permanently impact more than 10 acres of public land(s)please contact me so we can discuss if your proposed project will need further NCSEPA review. While your proposed project may no longer require NCSEPA review,applicable state and federal laws still apply and the DWR strongly encourages you to continue coordinating with necessary resource agencies to ensure that your project continues to proceed smoothly. Should you have any questions or need any further assistance please do not hesitate to contact me at David.Wainwright@ncdenr.gov or 919-807-6442. Sincerely,/51/1,/� vv :_it David Wainwright DWR SEPA Review Coordinator cc: Mr.Gerald Pottem,Robert J.Goldstein and Associates,Raleigh,NC Mr.Carl Scharfe,P.E.,The Wooten Company,Raleigh,NC 1611 Mail Service Center,Raleigh,North Carolina 27699-1611 Phone:919-707-9000 Internet:www.ncdenr.gov An Equal Opportunity 1 Affirmative Action Employer Pleale print or type in the unshaded areas only For A roved OMB No 2040-0086 Approval expires 5-31-92 fill-in areas are spaced for elite type, i.e., 12 characterslinch . PP FORM U.S. ENVIRONMENTAL PROTECTION AGENCY 1. EPA I.D. NUMBER GENERAL INFORMATION F T`A p PA`��C G Consolidated Permits Program ' - ''] 14 1 1s GENERAL Read the "General Instructions" before starting.) LABEL ITEMS I GENERAL INSTRUCTIONS If apreprinted label has been provided. 1. EPA I.D. NUMBER affix it in the designated space. Review the it is information carefully, if any of incorrect cross through it and enter the correct data in the-appropnate. fill-in area III. FACILITY NAME below. Also, if any of the preprinted data is area to the leR of the label V. FACILITY PLEASE PLACE LABEL IN THIS SPACE absent /the space p/IS leasepprovide la in the properr fill- P in below. the label Is complets MAILING LIST a Items and correct, you need not complete core which must be III, rc,in and VI(exregardless). completed 2gaailess). Complete all items c le Co VI. FACILITY if no label has been proved. Refer to the LOCATION instructions for detailed item descriptions and for the leggal authorization under which this data iscollected. - II. POLLUTANT CHARACTERISTICS TR Complete A through to determine whether you need to submit any permit application forms to I e EPA. If you answer yes" toany. must submit this form and the supplemental from listed In the parenthesis following the question. Mark X' in the box in the third column if questions, you the supplemental forth is attached. If you answer "no" to each question, you need not submit any of these forms. You may answer' no" if your activity is excluded from permit requirements: see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms. - SPECIFIC QUESTIONS MARK "X" SPECIFIC QUESTIONS MARK "X" FORM Yes Nq.- FORM YES NO ATTACHED ATTACHED A. s is a pu Ilcly owns Vestment wor s "Ii results in a tllacharge to waters of the ❑ ® ❑ Does or willthis aGliiy ert er exlsfrng or proposed) include a concentrated anlmal - ❑ ® ❑ U.S.? (FORM 2A) - leading operation or -. _ aquatic anlmal production facility which results in a discharge. to waters of the U.S.? (FORM 2B) 16 - 17 1e. 19 20 21 C. Is this facility i current y results m ❑ s t is propose acilit1(other than those escn e ® ❑ discharges to waters of the U.S. other than in A or S above) which will result in a discharge 22 23 24 - 25 26 27 those described in A or B abovel FORM 2C - to waters of the U.S.? FORM 2D E. Does or will this au n treat, store, or spose of F Do you or wic you inject at this facility industrial or effluent below the lowermost stratum ❑ ® ❑ hazardous wastes? (FORM 3) ❑ ® ❑ municipals. the well containing, :within one quarter mile of bore, underground sources of drinking water? 29 29 so (FORM 4 31- `32 - 33 G. Do you or willyou Inject at this' a ry any produced water other fluids which are brought to o you or vnl you inject at this ac ity fluids for special processes such as mining of suffer by the in ❑ ® El the surface in connection with conventional oil or ❑ ® ❑ Frasch process, solution mining of minerals, natural gas production. Inject fluids used for inject situ combustlon of fossil fuel, or recovery of _ geothermal energy. (FORM 4) enhanced recovery of oil or natural gas, or fluids for storage of liquid hydrocarbons? 34 35 ']7 . 3s `139.us .. FORM4 I. s I5 faality a proposed stationary source . is this facility a proposed sta[onary source which Is one of the 29 industrial categories listed ❑ ® which is NU 7 one of the 28 Indu6trial categories ❑ will ❑ ® ❑ in the instructions and which will potentially emit listed in the instructions and which potentially 100 tons per year of any air pollutant regulated under the Clean Air Act and may affect or be emit 250 tons per year of any air po lutant regulated under the Clean Air Act and may affect 40 - 41 located in an attainment area? fFORM 5) 42 or be located 1h:an attainment are? FORM 51 43 44-i, -Y!3:- III. NAME OF FACILITY C SKjp BRUNSWICK REGIONAL WATER AND SEWER H2GO WATER TREATMENT PLANT 1 15 1 16-29 1 30 IV. FACILITY CONTACT A. NAME'&TITkE'' IaSf,7nrstt &'Wie - - -' ' ' -B:-PHONE farse code & n0 • �,. ,0, ; C WALKER, BOB, EXECUTIVE DIRECTOR 910 371 9949 4.i• :46, 48 43 - -51, b2:-..r,. 55 ••. �' 15 16 - 45.J. V. FACILITY MAILING ADDRESS A. STREET OR P.O. BOX - D. ZIP CODE 26451 C P.O. BOX E2230 3 3' B. CITY OR TOWN - - C. STATE .c LELAND NC 4 -15 a 40 41 42-. 47.--. 51 VI. FACILITY LOCATION. A. STREET; ROUTE N0.-OR OTHER•,.SPECIFIC IDENTIFIER C5 148 GREGORY ROAD 15 1 16 .. _ 45 B. COUNTY NAME - BRUNSWICK 46 70 - C. CITY OR TOWN D. STATE I E. ZIP CODE I F. COUNTY CODE - C BELVILLE NC 28451 6 1 15 15 40 41 42 47 51 EPA FORM 3510-1 (8-90) CONTINUED ON REVERSE - CONtINUED FROM THE FRONT VII. SIC CODES 4-di.it, in order of•riori A.FIRST ' - ., - B.SECOND - - ''• '•• •-A",.-14).f. C 4941 (specify) 7 (specify) 7 WATER SUPPLY 7 15 16 17 15 16 .- ' • 'ISit;•% C.THIRD • ! "-`712. 1.4'.=r;, ,‘ ,.. ',..,v.;,t03,,,7)'..,;46441;1440:•!-sijaAit13..FOLIRTRA'N"ISHIMINNO c (specify) 7 (specify) 7 7 15 16 17 15 • 16 • ,19 VIII. OPERATOR INFORMATION - A. NAME -c-.. =., ,-.,) ,:•,.:1.r., ., .... e ,,..,,.Arsw.,... 1'c' B. Is the name listed in Item C BOB WALKER,EXECUTIVE DIRECTOR VIII-A also the owner? 8 ,El YES El NO :-:''''l• 18 19 • - , . • .. -,, . . .. . ,.......,- -z7.55 C.STATUS OF OPERATOR(Enter the appropriate letter into the answerboir:If"OtheinWigifk)- ,--.1-l''' '.7.... D.;PHONE area code&no) ._ .:;r•4•1 F=FEDERAL M=PUBLIC(other than federal or state) M (specify) C' • ' 910 S=STATE 0=OTHER(specify) WATER&SEWER A :;..- 371 ,•,., 9949,, ',•:.'.. -.- .. 't^,•t,,. P=PRIVATE .:.r;.... REGIONAL AUTHORITY 16.. 16',:.:'18:.-,.'-i''''',-'''19 '60'''W r".' 43Vi5 . .. • ,. .., 146 GREGORY ROAD 26 F.CITY OR TOWN ' G.STATE H.ZIP CODE IX. INDIAN LAND C BELVILLE NC 28451 Is the facility located on Indian lands? B El 15 16 40 42 42 47 51 n YES NO X. EXISTING ENVIRONMENTAL PERMITS A. NPDES(Discharges to Surface Water) D. PSD(Air Emissions from Proposed Sources) C T I NC0075540 C T 8 , -.er ,eq':•)t-Iti •.,t, ...• 15 16 17 18 • .7". :,-,3-..,';''•d•••''''l mi,.;.'r, ,!,- ..:,Nr 44R*.A'-.,...30 •,15 • 16. 17••,. vie404244444-4*-4-misrArk4,14.**74,4scrytOaii, i• -, , .. - B. UIC(Undergrbund ItijerctiOn of Fluids • •' -• ' . A,'E:v OTHER(six-icify) WW1!MOW (Specify) C T I C T 8 9 U 9 15 16 17 18 .30 15 16 17 18 , - :: •A..1.;-,r. 1:,,,...40f.* C.RCRA(Hazardous Wastes) •. ••• ' E.OTHER(specify)'--•.-, 1,,li-,.4':' (Specify) C T I c r 8 9 RE 9 15 16 17 18 30 15 16 17 18 •30 • XI. MAP Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must 11.' show the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its , hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs, rivers and other surface water bodies in the map area. See instructions for precise requirements. XII. NATURE OF BUSINESS (provide a brief description) Brunswick Regional Water and Sewer H2GO provides water and sewer service to approximately 9500 customers in Leland, Belville, Navassa, and unincorporated areas of Northeast Brunswick County, NC. The regional authority operates, maintains and manages a water distribution system and a sewer collection and wastewater treatment facility. H2GO currently supplies approximately 1.7 mgd of finished water on an average daily basis to its customer base through over 150 miles of distribution water main, two storage tanks (elevated and ground tank), and a booster pump station. The service area is experiencing steady growth (>400 new connections per year at present) and H2GO is planning for future needs through construction of a new well field and reverse osmosis water treatment plant. XIII. CERTIFICATION (see instructions) I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained in the application, I believe that the information is true, accurate and complete. I am aware that there are significant penalties fol' submitting false information, including the possibili of fine and imptisonrnent..- A. NAME&OFFICIAL TITLE(type or print) B.S NATURE / C. DAT SIZIE P Bob Walker, Executive Director _.." 01(P Aka A Air COMMENTS FOR OFFICIAL USE ONLY c c . 15 16 . EPA FORM 3510-1(8-90) Form Approved.OMB No.2040-0086.Approval expires 8-31-98. EPA I.D.NUMBER(copy from Item 1 of Form 1) Please print or type in the unshaded areas only Form A New Sources and New Dischargers 2D \/EPA Application for Permit to Discharge Process Wastewater NPDES I.Outfall Location For each outfall,list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water. Outfall Number Latitude Longitude Receiving Water(name) (list) Deg. Min. Sec. Deg. Min. Sec. 001 Brunswick River. 34 13 05 77 58 42 II.Discharge Date(When do you expect to begin discharging?) III.Flows,Sources of Pollution,and Treatment Technologies 1111111111.11111111111.11111 A. For each outfall, provide a description of: (1) All operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater, cooling water,and storm water runoff; (2)The average flow contributed by each operation; and (3)The treatment received by the wastewater.Continue on additional sheets if necessary. Outfall 1.Operations Contributing Flow 2.Average Flow 3.Treatment Number (List) (Include Units) (Description or List codes from Table 2D-1) 1-s 001 Reverse Osmosis 2.0 MGD Concentrate Discharge EPA Form 3510-2D(Rev 8-90) PAGE 1 of 5 B. Attach a line &awing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the effluent,and treatment units labeled to correspond to the more detailed descriptions in Item III-A.Construct a water balance on the line drawing by showing average flows between intakes, operations, treatment units, and outfalls. If a water balance cannot be determined (e.g., for certain mining activities),provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures. C. Except for storm runoff,leaks,or spills,will any of the discharges described in Items III-A be intermittent or seasonal? ❑YES(complete the following table) 0 NO(go to Section IV) 1. Frequency 2. Flow Outfall a.Days b. Months a.Maximum Daily b. Maximum Number Per Week Per Year Flow Rate Total Volume c.Duration (specify average) (specify average) (in mgd) (specify with units) (in days) IV.Production If there is an applicable production-based effluent guideline or NSPS, for each outfall list the estimated level of production (projection of actual production level, not design), expressed in the terms and units used in the applicable effluent guideline or NSPS, for each of the first 3 years of operation. If production is likely to vary,you may also submit alternative estimates(attach a separate sheet). Year A.Quantity Per Day B.Units Of Measure c.Operation,Product,Material,etc.(specify) Not Applicable. The project is to produce potable water and there is no proeduction based effluent limits EPA Form 3510-2D(Rev.8-90) Page 2 of 5 CONTINUE ON NEXT PAGE CONTINUED FROM THE FRONT EPA I.D. NUMBER (copy Irom Item 1 of Forth 1) Oulfalf Number V. Effluent Characteristics A and B: These Rams require you to report estimated amounts (both concentration and mass) of the pollutants to be discharged from each of your outfalls. Each part of this item addresses a different set of pollutants and should be completed in accordance with the specific Instructions for that part. Data for each outfall should be on a separate page. Attach additional sheets of paper If necessary. General Instructions (See table 2D-2 for Pollutants) Each part of this item requests you to provide an estimated daily maximum and average for certain pollutants and the source of information. Data for all pollutants in Group A, for all outfalls, must be submitted unless waived by the permitting authority. For all outfalls, data for pollutants in Group B should be reported only for pollutants which you believe will be present or ere limited directly by an effluent limitations guideline or NSPS or indirectly through limitations on an Indicator pollutant. 1. Pollutant 2. Maximum Daily Value (Include units) 3. Average Daily Value (include units) 4. Source (see instructions) See attached Table. Data based on pilot plant testing. EPA Form 3510-21) (Rev. 8-90) Page 3 of 5 UUN I INUt UN f i1 , EPA I.D.NUMBER(copy from Item 1 of Form 1) VII.Other Information(Optional) Use the space below to expand upon any of the above questions or to bring to the attention of the reviewer any other information you feel should be considered in establishing permit limitations for the proposed facility.Attach additional sheets if necessary. The new RO water treatment plant will initially produce up to 4 mgd of finished water using two (2) reverse osmosis membrane skid mounted units (2 mgd each) . The RO WTP would be designed to expand to add two (2) future skids to produce up to B mgd. Based on pilot testing the design recovery rate will be B0% permeate. The concentrate flow at this recovery will initially be approximately 1 mgd and then 2 mgd upon expansion. The NPDES permit application discharge volume is 2 mgd. A process line diagram for the proposed RO treatment system is attached. Discharge point will be at the coordinates given in this application and as shown in the EAA report. Submerged diffusder ports to be set approximatley 1 to 1.5 foot off the bottom of the river approximately 350 from shore and 100 feet south of existing Belville WWTP discharge outfall. A river flow study and Cormix modeling was performed at the proposed discharge point to establish a 10-meter mixing boundary location for the proposed submerged. Per North Carolina mixing rules, the mixing boundary is the location for comparison to standards. An instream waste concentration of 3% was determined based on the flow study and Cormix modeling. A benthic evaluation at the discharge location showed low DO type organism (i.e. worms) existing at the proposed discharge point. The river flow study,Cormix study, and benthic study is contained in the EAA report. A pilot study was conducted for three months and the discharge character determined. The raw feed water quality and concentrate feed water charateristics are attached in table format. Three toxicity tests were also conducted at the IWC determined by the Cormix Model. All three tests were conducted with mysid shrimp at a state certifield lab and all toxicity tests were passed with no observable effects. A pilot plant test report was submitted with this application. The pilot testing indictes a low fouling potential for the RO membranes. It is estimated that membrane cleaning will be needed once per year or less. The cleaning procedure will include an acid rinse (2% Citric acid) and a caustic rinse (<1%) with permeate rinse steps in-between. The @. n estimated total rinse volume per skid is 24,000 gallons. The spent cleaning solution and rinse x. water will be neutralized and discharged to the sanitary sewer which will discharge to the /� `` Belville WWTP. When a RO skid unit is shut down, a flush cycle using raw feed water will be performed. This flush water volume is estimated to be 2,500 gallons and will be discharged to the RO concentrate discharge line. The flush water will be more dilute than the normal concentrate water generated during water production. The Engineering Alternatives Analysis is being submitted with this NPDES discharge permit application. Prior to North Carolina rules changes, an environmental assessment for this project was underway and was near completion. Agency comments and reponses to comments have already been provided previously to the North Carolina Division of Water Resoruces, NPDES Permitting Section staff. VIII.CERTIFICATION 1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. A.Name and Official Title(type or print) B.Phone No. Mr. Bob Walker, Executive Director (910) 371-9949 C.Signature D.Dag S ! x ‘0e-4/4"'-- )60 EPA Form 3510-2D(Rev.8-90) PAGE 5 of 5 Tmnsition Coupling FROM DEEP WELLS —s 1 n� x — I I RO BLDG CARTRIDGE FILTERS 3`— I 4 S --1 r- T' 1 I I i I i 1• r' 4- I �•r.4 I __I PROPOSED - -- FUTURE LOCATION — - 1 Raw DESCRIPTION FEED RAW FLTER PILTER ROPUMP PEED ... _. _ — SNCTION HIGH PRESSURE PUMPS y I�i r _ - — i _I • r - - E - J __. I RO TRAIN 3 - - -- -- _I `J IMI - rc----------i -I • - - s RO TRAIN 4 _ I I START-UP FEEDWATEIR ° _ISM DISCHARGE L- - q — — 10 7 4 0 -MAKE-UP WATER FI CLEANING SYSTEM POET TREATMENT CNEMWCALs CALCITE CONTACT BEDS CARBON DIOXIDE BRUNSWICK RIVER ITRARJ ROTRNN I . _ 7p .._ TO "' coma ITM� °°"° REVERSE OSMOSIS TREATMENT PLANT 1,sr 747 s7 B°4 PROCESS FLOW DIAGRAM v FINISHED WATER PUMPS 1.7m I I'm I 1.7m 1.?w • Table 4.2:Concentrate Summary for tt2G0 RO Pilot Plant POe4Telling Cmmanale MIR Taal Cont. Pint Teallq CoMeaaau Cancealntlom,Pam 1(ample Carmtratlom.l93(sample C•MeelntleM,Pap 6 Mldq leuo6o7 Wain Qmlb PaanmW Units 1) 2) (mole 3) Commaatln BrmnNk Weer Smadal Alkalinity me- 2.120 1,970 2.300 Aluminum meal. 0.04 003 0.036 Arsenic(e7W) wit <01 0.048 402 <0.0003 0.05 Maim OWL 000 4.400 0.09 Born ma. NM NM NM Bromide nal NM NM NM Cadmium eat& <0I <003 4.4105 4.0003 0.005 Calcium mitt 144.0 102 141 (11k•ide 480, 12.6011 11.100 9,400 Chromium will. 4.01 0.305 402 <02003 0.020 Coliform Basan NM NM NM 33/100 ml Copper roil 0005 <050 4005 00002 0.003• Cyadd9 MIA <00S <050 <003 4.0002 0.001 Fluoride mem. 0.2 3.1 520 (kua Aloka PA- 10.1 <3 <3 Cross Baa pCi/I. 352 242 252 II 50 Hardness mit NM NM NM 1m will. 0.731 0.557 0.196 Lad mil c01 <.003 <0.02 <0.0003 0.025 34Mneaiom pall 1512 120 166 MmyMm mor. 0039 0.03 0.038 Mercury moi. <0002 <.0004 40002 4.000006 0.W25 NIcM aet 0022 <0.100 0.003 00007 0.0083 Niuugm,Nmlmoia me/. 4.3 4.37 7.30 560 01441.Coral mil. 3.3 3.6 4.4 Nitrate pyo. <.02 <1.0 402 Nitrile melt <.02 <0.10 402 Phosphorus,Taal melt 0.330 0.49 0.43 Phosphorus,Oahu mgt. 0.110 0.27 0.10 pH NM 7.98 6.71 Aamium root. 260 203 250 Radium 226 PCin. 2 1.00 1.70 009 5(combined 226=228) Radium 228 pCi/I. 28 2.80 3.00 Selenium pill. <01 0.195 402 0.00 0.071 SiOm(dimolved) m81L NM 38.1 47.2 Silver m80. <01 <05 4.003 4.0003 0.0001• Sodium eWL 9.260 7.260 827 Strontium mat 8.50 6.66 7.92 Sulfas mill 21 388 529 TOS EMIL 25600 10.400 24,510 TCC me/t NM NM NM Total Hata melt NM NM NM 1LrbidIly NOV NM NB4 NM Ziac mel. <01 <1.0 <0.02 40003 0.086' NM Not Mewd Btlw Dmmmi tiro 4060 valor avalsble • Asian Level Oily pro15A NGC MB 022014)use twin mipdM at RmkkySas.Toe mem rkm*mIaIy . NMa 1 Btperima l:601408CAAOArwwar Wad awl SOS rummy.BCA 135 am PDA7ABm mad 19.1 inn 2 lupvbma 3:MVO BCA/PDA me waMmdad75a rains SCA 115 aw FDA 70 gen mol 19.1 flu 3 Pahl•6:60/40 BCA/PDA rw•ar Neel sod el moray.BCA 113 am FDA 7.7 pm,mor 192 mim arid'Mirka 19 iimma"YNammSAALY