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HomeMy WebLinkAboutNC0065307_Renewal Application_20180524 ROY COOPER .,, Governor MICHAEL S.REGAN Secretary Water Resources LNDA CULPEPPER ENWRONMENTAL QUALITY Interim Director May 29, 2018 Eddy Geyer Gpm Southeast LLC 8565 Magellan Pkwy Ste 400 Richmond, VA 23227 Subject: Permit Renewal Application No. NC0065307 Scotchman 3303 New Hanover County Dear Applicant: The Water Quality Permitting Section acknowledges the May 24, 2018 receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 1508-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. Sincerely, ariii0eutd611A Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application(WIRO) State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh,North Carolina 27699-1617 919-807-6300 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 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 NC0065307 Please print or type. 1. Contact Information: Owner Name GPM Southeast, LLC / Attn: Mark C. King Facility Name Scotchman #3303 Mailing Address 8565 Magellan Parkway, Suite 400 City Richmond State / Zip Code VA / 23227 Telephone Number 804-730-1568 x1235 Fax Number 804-746-1669 e-mail Address mking@gpminvestments.corn 2. Location of facility producing discharge: Check here if same as above (] RECEIVED/DENR/DWR MAY 24 2018 Street Address or State Road Water Resources City Permitting Section State / Zip Code `` County 3. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not refemng to the Operator in Responsible Charge or ORC) Name GPM Southeast, LLC Mailing Address 8565 Magellan Parkway, Suite 400 City Richmond State / Zip Code VA / 23227 Telephone Number 804-730-1568 x1235 Fax Number 804-746-1669 Page 1 of 5 C-M 110/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial;manufacturing and commercial facilities. 4. Ownership Status: Federal ❑ State ❑ Private © Public ❑ 5. Standard Industrial Classification (SIC) code(s): 4952?, 4941, 5541 6. Number of employees: 25-30 7. Describe the treatment system List all installed waste treatment components with capacities, describe the processes that generate wastewaters. If the space provided is not sufficient attach a separate sheet of paper with the system description. Wastewater is first stored in a solids/primary holding tank, solids are separated out during this stage of the treatment process. Wastewater (minus solids) then moves to an equalization tank, from here wastewater is pumped to a MBBR tank where it is aerated. - The wastewater then flows into an Aquapoint Bioclere trickling filter (a portion of the wastewater gets pumped back to the solids tank through a recycle line) , effluent from the Bioclere trickling filter then flows by gravity to a wetwell where it is then pumped through a U/V disinfection system. Equipment list: (1) (1) 5,000-gallon primary tank (2) (2) 3,000-gallon EQ tank (3) (2) 3/4 HP EQ pumps (4) (1) Aquacell MBBR tank with media (5) (1) Aquapoint Bioclere 24/20 (trickling Filter) (6) (1) Effluent lift station with (2) 0.4 HP pumps (7) (1) Enaqua U/V system Design removal: , Influent Effluent BOD 614 <30 TSS 174 <30 TKN 209 8. Is facility covered under federal effluent limitation guidelines? No X Yes LI If yes, specify the category? 9. Principal product(s) produced: no products are produced. NC 0065307 is for a gas station/ Convenience store Principal raw material(s) consumed: N/A Briefly describe the manufacturing process(es):_N/A Page 2 of 5 C-M 110/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 10. Amount of principal product produced, or raw material consumed (List specific amounts consumed and/or units of production over the last three years) Product Produced or Raw Material Product Produced or Raw Material Consumed Consumed (AVERAGE) (PEAK) per Day per Month per Year 11. Frequency of discharge: Continuous ❑ Intermittent ►5 If intermittent: Days per week discharge occurs: 7 Duration: Approximately 10 minutes 12. Types of wastewater discharged to surface waters only Discharge Flow (GALLONS PER DAY) Sanitary - monthly average 2000 Utility water, etc. - monthly average 1500 Process water - monthly average 1000 Stoi mwater-monthly average 20,000 (separate permit and system) Other-monthly average Explain: Monthly Average 6125 total discharge (all types) 13. Number of separate discharge points: 1 Outfall Identification number(s) 001 14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): North East Cape Fear River, latitude 34 degrees 15' 10"N, longitude 77 degrees 15' 10"W Page 3 of 5 C-M 110/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 15. Effluent Data [for new or proposed discharges] Provide data for the parameters listed. Temperature and pH shall be grab samples,for all other parameters 24-hour composite sampling shall be used.If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. NOTE:Permittees requesting renewal should complete the table ONLY for the parameters currently monitored. Summarize the past 3 years of effluent data. Parameter Daily Monthly Units of Maximum Average Measurement Biochemical Oxygen Demand (BOD5) 37 4.16 Mg/1 Chemical Oxygen Demand (COD) N/A N/A N/A Total Organic Carbon N/A N/A N/A Total Suspended Solids 37 8.12 Mg/1 Ammonia as N 270 4.21 Mg/1 Temperature (Summer) 31 28.02 Degrees Celsius Temperature (Winter) 32 22.83 Degrees Celsius pH 8.33 7.57 su Fecal Coliform (If sanitary waste is 2420 8.43 Mg/1 present) - as Enterococci Total Residual Chlorine (if chlorine is 42 5.73 Ug/l used) 16. List all permits, construction approvals and/or applications (check all that apply and provide permit numbers or check none if not applicable): Type Permit Type Permit Number Number Hazardous Waste (RCRA) NESHAPS (CAA) UIC (SDWA) Ocean Dumping (MPRSA) NPDES NC0065307 Dredge or fill (Section 404 or CWA) PSD (CAA) Other- Stormwater SW8 900421 Non-attainment program (CAA) 17. List any chemicals that may be discharged (Please list and explain source and potential amounts.) Sodium hypochlorite- is used for potable water distribution system; system usually has a free Chlorine residual of 0.5-1.0 ppm. Calcium hypochlorite-is used for supplemental disinfection intermittently. Page 4 of 5 C-M 110/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 18. Is this facility located on Indian country? (check one) Yes ❑ No ❑x 19. 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. EA LI -ei-e-r— cvvtkeeLsl— Qec c &cL( Ftikvvc evviu! avu et' Printed name of Person Signing Title PPsc Si nat�fe of A ant Date g 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 5 of 5 C-MI 10/08 Effluent Discharge 001 Effluent Discharge 01A Summer Month Temp-H Temp-A pH-H pH-A TSS-H TSS-A TRC-H TRC-A NH3-N-H NH3-N-A O&G-H O&G-A Ent-H Ent-A BOD-H BOD-A TSS-H TSS-A Temperatures Jan-15 17 15.8 7.69 7.64 3 2.8 10 2.2 0.8 0.5 5 5 1960 32.3 9 4.25 11.4 6.5 28 27 Feb-15 17 17 7.63 7.54 4.3 3.75 10 2.2 1.5 0.85 5 5 144 15.5 15 6 11.5 9 25 25 Mar-15 20 18.8 7.82 7.7 12.4 8.53 0 0 0.4 0.3 0 0 179 9.99 18 5.8 22 12.4 29 27.6 Apr-15 21 21 7.7 7.64 6 4.4 42 7.71 4.6 4.15 0 0 10 2.11 6 3.75 11.3 8.45 27 26.5 May-15 23 22.5 7.76 7.57 8.3 6.75 15 4.6 0.5 0.4 5 5 60 14.06 6 3 28.3 12.75 31 30.225 Jun-15 7.58 7.5 7.3 6.9 12 2.4 0.5 0.35 5 5 21 2.14 10 5 14 10.93 31 30.75 Jul-15 7.98 7.88 3.7 3.25 22 12.75 0.7 0.45 5 5 166 5.45 4 2.4 14.1 9.66 27 27 Aug-15 7.8 7.65 15.2 11.5 0 0 0.8 0.5 6 6 2420 22.85 16 7 20.8 10.76 28 27.6 Sep-15 31.1 30.03 7.71 7.59 4.1 3.75 0 0 0.3 0.25 5 5 8 2.21 7 5 15.2 8.2 28 28 Oct-15 31 28.5 7.81 7.58 5.6 4.6 10 1.25 0.2 0.2 5 5 2 1.26 4 2.75 10.3 5.34 31 27.74 Nov-15 28 24.75 8.09 7.71 2.9 2.85 18 4.25 0 0 0 0 1 1 3 2.25 11.2 7.48 high average Dec-15 21 19.8 8.33 7.92 5.7 5.5 24 10.6 0.5 0.35 5 5 28 1.95 13 6 7.3 6.14 Jan-16 19 17.25 8.03 7.87 7.4 6.4 38 7.37 270 135.2 5 5 20 2.99 8 3.75 19.6 9.62 Feb-16 18 16.8 8.11 7.8 20.7 13.9 21 6.22 1.4 0.85 5 5 74 11.5 14 9.25 34.3 20.2 Mar-16 21 19.5 7.56 7.5 14.7 12.8 0 0 1.4 1.15 6 6 2420 11.11 8 3.6 12.8 8.98 Apr-16 21 21 7.79 7.66 4.74 3.75 21 3.87 0.2 0.2 5 5 1 1 13 6 17.1 8.85 May-16 25 23 8.22 7.92 9.9 8.85 21 5.77 0.2 0.2 5 5 1 1 2 2 9.7 6.1 Jun-16 7.97 7.63 8.5 6.8 19 3.55 0.7 0.5 5 5 13 2.2 6 4.4 19 10.86 Jul-16 7.62 7.38 10.2 6.6 19 3.87 0.8 0.5 5 5 463 21.65 10 4.25 18.9 7.63 Aug-16 7.69 7.5 7.4 5.5 12 2.87 0.2 0.2 5 5 2420 21.9 8 5.5 37 16.73 Sep-16 31 31 7.61 7.51 11.3 8.45 21 3.7 0.5 0.4 5 5 57 9.56 6 3.6 15.2 8.06 Oct-16 32 30.5 7.7 7.53 2.6 1.3 22 5.12 0.3 0.15 0 0 66 26.19 10 5.25 10.7 7.4 Nov-16 27 22.2 7.52 7.36 4.8 3.75 21 3.66 0.7 0.45 5 5 102 11.08 4 2.75 4.1 3.33 Dec-06 18 17.5 7.45 7.37 3.6 3.25 12 2.87 0.2 0.2 5 5 112 6.41 2 2 4.5 3.4 Jan-17 21 19.25 7.68 7.49 4.9 3.85 21 8 0.6 0.5 0 0 313 17.21 5 2.75 8.8 6.6 Feb-17 23 22.4 7.59 7.38 3.6 1.8 32 10.62 0 0 9 9 1 1 13 4.75 10.4 6.03 Mar-17 24 22.5 7.55 7.39 5.1 4.05 28 16.75 0.5 0.35 5 5 5 1.58 37 12.2 14.6 6.2 Apr-17 25 24.5 7.61 7.39 8.8 5.8 29 8 0.2 0.2 0 0 2420 18.46 3 2.25 8.9 5.38 May-17 26 25.4 7.53 7.26 4.6 4.25 32 10.2 0.8 0.77 5 5 2420 7.33 7 3.5 4.3 3.72 Jun-17 7.6 7.47 11 7.5 41 16.12 0.2 0.2 5 5 1227 2.65 2 2 6.2 4.62 Jul-17 7.61 7.44 3.3 2.95 25 7.22 0.2 0.11 0 0 2 1.19 2 2 10.3 5.45 Aug-17 7.61 7.41 4.8 3.9 22 5.77 0.2 0.2 5 5 2 1.19 3 2.25 6.3 4.65 Sep-17 30 29.5 7.72 7.5 11 6.85 23 5.25 0.2 0.2 5 5 40 3.59 2 2 6.2 4.08 Oct-17 28 27.6 7.62 7.51 2.7 2.6 26 6.3 0.2 0.2 5 5 2 1.15 5 3 9.1 4.8 Nov-17 26 24.5 7.59 7.47 2.9 2.8 29 12.37 0.2 0.2 5 5 1 1 3 2.25 8.7 6.03 Dec-17 20 19.25 7.55 7.48 3.5 3.05 22 2.75 0.2 0.2 5 5 1 1 2 2 12 8.43 32 22.66 8.33 7.56 20.7 5.43 42.00 5.73 270.00 4.21 9.00 4.19 2420 8.19 37 4.07 37 7.91 1 ia it s , I 0,,,,,s, 141* le .. ip i 4 x N3'4' 15'S4" — ., „. �y .31 '\ . , . 0 --;:' ' ,f 't've. ri 11 IP _ ry � N34"15' 88 ',,.: Y l -. ice ? .. +*a . 1596— W-7--7°58'30" W-7--7°57'54" W,717-°57'18" W 77°5.6'42"' ; ,W 7756'6'- 'r-.-W=7-7°55= 30 — .-- a y I , 1 z pl FJ .fes: . ''' 1' * . ' ' II Ib �wL + em n . .., r... 11 . ,« . . '.'�M ? :$' ". '�'C .a. ....,: Attachment A - for Minor Industrials with a Water Treatment Plant 1. 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) X Membrane Technology (RO, nanofiltration) Check here if the treatment process also uses a water softener X 2. Description of source water(s) (i.e. groundwater, surface water) Groundwater 2. Describe the treatment process(es) for the raw water: Raw water is pumped through a series of carbon filters then water softeners and final reverse osmosis. The treated water is then chlorinated before it goes into distribution. 4. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: Wastewater is first stored in a solids/primary holding tank, solids are separated out during this stage of the treatment process. Wastewater (minus solids) then moves to an equalization tank, from here wastewater is pumped to a MBBR tank where it is aerated. The wastewater then flows into an Aquapoint Bioclere trickling filter (a portion of the wastewater gets pumped back to the solids tank through a recycle line) , effluent from the Bioclere trickling filter then flows by gravity to a wetwell where it is then pumped through a U/V disinfection system. 5. Number of discharge points to surface waters:1 Outfall Identification number(s) 001 6. Frequency of discharge: Continuous Intermittent x If intermittent: Days per week discharge occurs: 7 Duration: 10 minutes 7. Plant design potable flowrate 0.0035 MGD Backwash or reject flow 0.001 MGD 8. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): Northeast Cape Fear River. Latitude 34 degrees 15' 10"N, Longitude 77 dedress 57'10"W Page 1 of 2 Version 5/2012 Attachment A - for Minor Industrials with a Water Treatment Plant 9. Please list all water treatment additives, including cleaning chemicals or disinfection treatments, that have the potential to be discharged. Alum / aluminum sulfate Yes No X Iron sulfate / ferrous sulfate Yes No X Fluoride Yes No X Ammonia nitrogen / Chloramines Yes No X Zinc-orthophosphate or sweetwater CP1236 Yes No X List any other additives below: Sodium hypochlorite 10. Additional Information: 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 Solids Handling plan Solids from the solids/primary tank are pumped out on a monthly basis; approximately one quarter of the volume is removed (approximately 1000-1200 gallons). The pumping service and solids disposal is provided by Lewis Farms and liquid wastes, Currie NC. Lewis Farms and liquid wastes also clean the grease trap on a monthly basis. Page 2 of 2 Version 5/2012 � ‘;',:------/. �[�e `'� Ur Ute" 1117 °fi+b� � ,. 9 p, CANOPY P DI /II � I i - — — ------ ---J n u — Ildi _ r-_ — - - - I 11 �rn�i }}®i I II ®4w-2/ Iv I N I — i 7-2 CONCRETE II I C-STORE I II Z II - Q I Ex,ISTING GREASE INTEHCEPTO�R % a — ® II d % g%$W �� 3� .. Sc 5t: II �) H Ko,coerl 0000 II $1,-,,,,Q.....,,,‘ n...v. 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