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HomeMy WebLinkAboutNC0089737_Fact Sheet_20181127FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Expedited Permit Renewals Permit Writer / Date Brianna Young 11/27/18 Permit Number NC0089737 Facility Name / Facility Class Town of Franklin WTP / PC-1 Basin Name / Sub -basin number Little Tennessee River / 04-04-01 Receiving Stream / HUC Cartoo echa e Creek / 0601020201 Stream Classification / Stream Segment B; Tr / Index: 2-19- 10.5 Does permit need Daily Maximum NH3 limits? N/A Does permit need TRC limits/language? Yes Does permit have toxicity testing? IWC (%) if so Yes; IWC = 1.92% Does permit have Special Conditions? Yes; see below Does permit have instream monitoring? No Is the stream impaired on 303 d list)? No Any obvious compliance concerns? N/A Any permit mods since lastpermit? N/A New expiration date 12/31/2023 Comments on Draft Permit? None Proposed Facility and Discharge: This is a new permit for an existing conventional WTP in the Town of Franklin in Macon County. The source water for finished potable water is the Cartoogechaye Creek. The design potable flowrate is 2.0 MGD and a potential maximum daily wastewater discharge of 0.255 MGD. The facility will generate intermittent backflow with a discharge occurring 7 days per week (WTP is typically operated 14 to 16 hours per day). The discharge will consist of clear supernatant from the second alum lagoon. The filters will be backwashed with finished potable water and the sedimentation basins will be cleaned out with finished potable water. Potable water treatment will consist of. • Pre-treatment (Actiflo) ballasted settling unit of raw water • Polyaluminum chlorosulfate (PAC) (cedarcleaer-757) added as a coagulant • Two (2) sedimentation basins • Filtration using mixed media filter • Chlorine gas/sodium hypochlorite • Caustic soda/sodium hydroxide (for pH adjustment) • Zinc -orthophosphate prior to storage in clearwell Page 1 of 5 Wastewater treatment generated from the pre-treatment unit (Actiflo), filter backwash, periodic cleaning of sedimentation basins, and process instrument wastewater will consist of: • 136,700 gallon flow equalization tank • Two (2) alum sludge lagoons functioning in series (combined volume of 1.8 MG) • Discharge will be from second alum sludge lagoon Discharge will consist of the following waste streams: • Pretreatment unit (Actiflo) • Filter backwash • Periodic cleaning of the sedimentation basins • Process instrument wastewater Permitting Strategy: This permit has been drafted following the 2009 WTP strategy for conventional WTPs and the 2012 guidance update. Parameters included in permit are: Flow Conventional strategy followed Total Suspended Solids Conventional strategy followed H Conventional strategy followed Total Residual Chlorine Conventional strategy followed; Limit based on WLA Turbidity Conventional strategy followed Aluminum Conventional strategy followed Total Copper Conventional strategy followed Fluoride Conventional strategy followed Total Zinc Conventional strategy followed Ammonia Nitrogen Conventional strategy followed Total Phosphorus Conventional strategy followed Total Nitrogen Conventional strategy followed Hardness WTP guidance followed WET Testing Conventional strategy and WLA followed; IWC % based on RPA Total Iron is not included in the permit as there is no longer a water quality standard for iron. Manganese is not included in the permit as there is no longer a water quality standard for manganese. Little Tennessee River Basinwide Water Quality Plan: The 2012 Little Tennessee River Basinwide Water Quality Plan was reviewed. Cartoogechaye Creek was not listed as having a TMDL. The plan contained the following information: Page 2 of 5 • DWQ sampled Cartoogechaye Creek for possible bacterial contamination in September 2011, completing five samples within 30 days resulting in a geometric mean of 273 colonies/100 ml which exceeds the standard. This creek qualifies to be listed on the 303(d) list in 2014. The sampling site is located at the Town of Franklin WTP, which is just upstream of the town limits and the more commercial zone. Surveys in the watershed indicate that livestock farming without the use of BMPs (e.g. cattle exclusion fencing), may be the main cause of elevated fecal coliform levels. There may be some contribution from failing septic systems, but surveys by the WaDE program indicated this was not a major problem. Action to address this issue should include working with the local Soil and Water Conservation District to provide cost -share funding for the implementation of BMP's where livestock have access to the creek. • Biological data collected by DWQ indicated the benthic community at site GB40 rated Good in 2009 and 2004, but was Excellent in 1999. The habitat was good, indicating the decline is likely due to a change in water quality. Site GB41, in the headwaters, rated Excellent in 2004 and the fish community at site GF6 rated Good. • The Little Tennessee Watershed Association (LTWA) completed the Cartoogechaye Creek Municipal Watershed Assessment in 2008. They monitored fish communities in the Cartoogechaye watershed at 14 locations. Their monitoring results indicate a high incidence of the parasitic infection called blackspot. Blackspot is often associated with organic enrichment, but can be found in healthy streams. LTWA reports blackspot was in decline in 2006, but a resurgence was seen in 2009. Further monitoring will determine if the trend will continue. • Table 1-1 lists waterbodies identified as needing additional protection and potential restoration actions: Stream Name AU# Class. Stressor Source Status Actions Needed Cartoogechaye 2-19-(1) WS-111;Tr nutrients, development, S P, Creek 2-19-(10.3) WS-III;Tr,CA fecal agriculture BMPs 2-19-(10.5) B;Tr coliform bacteria * S = supporting *P = Protection Special Conditions: As this is a new WTP discharge, Section A. (3) has been added to require that, in accordance with 40 CFR 122.2 1 (k)(5)(vi), no later than 2 years after the commencement of discharge from the proposed facility, the applicant is required to complete and submit items V and VI of NPDES application form 2C. Page 3 of 5 Compliance History: There is no compliance history to review as this is a new permit. The Town of Franklin WTP ran toxicity tests on 3 grab samples collected from the first lagoon in July 2018. Samples were taken from the first lagoon, rather than the second lagoon where discharge will occur from, as the second lagoon was undergoing maintenance at the time the samples were taken. The toxicity test used was Ceriodaphnia Chronic Pass/Fail Test EPA-82 1 -R-02-013 using 90% dilution. The results were as follows: • Sample collected 7/10/18 — FAIL • Sample collected 7/17/18 — PASS • Sample collected 7/24/18 — PASS Quarterly toxicity testing will be required per the 2009 WTP strategy for conventional WTPs. The toxicity test will be a chronic monitor only test using Ceriodaphnia dubia with an IWC of 1.92% based on the WLA and RPA. RPA: Monitoring data provided with the revised permit application were reviewed. Effluent data from two labs was provided for 1 grab sample collected from the proposed discharge location in the second sludge lagoon on June 21, 2018. A maximum discharge of 0.255 MGD was used to calculate limits. • Arsenic — No RP, predicted max < 50% of allowable Cw; no monitoring required as arsenic is not a parameter of concern per conventional WTP strategy • Chlorides — No RP, predicted max < 50% of allowable Cw; no monitoring required as chlorides are not a parameter of concern per conventional WTP strategy • Copper — No RP, predicted max > 50% of allowable Cw; monthly monitoring applied as no data exists for the proposed WTP and copper is a parameter of concern per conventional WTP strategy • Lead — No RP, predicted max < 50% of allowable Cw; no monitoring required as lead is not a parameter of concern per conventional WTP strategy • Zinc — No RP, predicted max < 50% of allowable Cw; monthly monitoring applied as no data exists for the proposed WTP and zinc is a parameter of concern per conventional WTP strategy Radiological data was provided for the proposed effluent for 1 sample collected on June 21, 2018 (results below). The 15A NCAC 02B .0219 standard states that water quality standards applicable to class C waters [found in 15A NCAC 02B .0211 ] also apply to B waters. The 15A NCAC 02B .0219(17) standard states the average annual activity level for combined radium-226 and radium-228 shall not exceed five (5) pCi/l, average annual gross alpha particle activity shall not shall not exceed fifteen (15) pC/l, and average annual gross beta particle activity shall not exceed fifty (50) pCi/l. Based on the results below, monitoring for radiological components is as follows: Page 4 of 5 Parameter Value Modifier Units Monitor? Reason Gross Beta 4 < pCi/1 No Does not exceed annual average 50 pCi/L standard Radium 226 1 < pCi/1 N/A N/A Radium 228 1 < pCi/1 N/A N/A Combined Radium Not Not pCi/1 No Radium 226 and 226/228 tested tested Radium 228 individually do not exceed annual average 5 pCi/L standard; Permit will contain Section requiring monitoring per 40 CFR 122.21 k 5 vi pCi/1 No Does not exceed Gross Alpha 3 < annual average 15 pCi/L standard NCG59 General Permit Eligibility: • This is a new permit with no data to review at this time • The facility must be under a general permit for at least 1 permit cycle before being considered for the NCG59 permit • Conclusion: This permit is not eligible for NCG59 at this time Changes from draft to final: • Year of effective date updated to reflect accurate date • Facility grade added in A(1) Comments received on draft permit: • Byron Hamstead (US FWS; via phone 3/19/18) o Stated he did not have any particular concerns about this project • Tim Heim (ARO; via email 10/29/18) o Looks fine from their end. No changes. • Andrea Leslie (NCWRC; via email 11/16/18) o Given what the project entails, do not have a lot of concerns at this point. Page 5 of 5