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HomeMy WebLinkAboutNC0024112_Report_20041209DMSION OF WATER QUALITY December 1, 2004 181Mr, t) 7 fl 1 j_ �,--.mar.--erg-•^,,.'-.-.-_. To: Dave Goodrich T Through: Matt Matthews t`4 A" D From: Kevin Bowden M D DEC 9 2004 Subject: Toxicity Identification Evaluation DWQ's Copper and Zinc Action Level Policy DENR - WATER OUAUTY City of Thomasville - Hamby Creek W WTP Po1NT SOURCE BRANCH NPDES No. NC0024112 Davidson County ,,, ...,..,�,.p,�,,:,,-,..w.�w.•' Our office received Toxicity Identification Evaluation (TIE) information from the City of Thomasville concerning their efforts to rule out copper and zinc as causative effluent toxicants. The information package was transmitted by cover letter to our office from Mr. Morgan Huffman, Wastewater Treatment Plant Superintendent and was received on 11/18/04. In our opinion it can't be determined whether copper and/or zinc caused the facility's WET failures in November and December of 2003. No WET failures occurred subsequently and no meaningful TIE work could be conducted. The facility remains subject to the copper/zinc policy should WET failures occur in the future. Three distinct TIE testing events occurred during the nine month period the facility was under DWQ's Copper and Zinc Action Level Policy. Initial effluent samples for TIE testing were collected on 3/29/04, 6/7/04 and 8/23/04. For each series, seven (7) treatments were performed followed by eight (8) treatments "spiked " with 20 ug/L copper and 60 ug/L zinc. Effluent testing via "spiked" treatments was initiated at a later time with the initial sample. All treatments were conducted with 100% effluent. Mean control organism/treatment reproduction, percent reduction and corresponding copper/zinc initial sample concentrations are listed below. Treatment (test initiated 3/31/04) sample collected 3/29/04 Control Treatment 1 (100% effluent, baseline) Treatment 2 (0.5 mg/L EDTA) Treatment 3 (3.0 mg/L EDTA) Treatment 4 (8.0 mg/L EDTA) Treatment 5 (0.5 mg/L Na2SO4) Treatment 6 (3.0 mg/L Na2SO4) Treatment 7 (8.0 mg/L Na2SO4) Mean Reproduction 29.8 31.2 31.2 30.8 27.0 31.8 30.6 31.4 Percent Reduction Percent Reduction (compared to control) (compared to baseline) -4.7 -4.7 -3.36 9.40 -6.71 -2.68 -5.37 Treatment(test initiated 4/22/04) Mean Reproduction Percent Reduction sample collected 3/29/04 (compared to control) Control 27.2 Treatment 1(100%ef .. baseline) 29.0 -6.62 Treatment 2 (100% eff. spiked) 21.6 20.59 Treatment 3 (100% spiked, 0.5 mg/L EDTA) 26.8 1.47 Treatment 4 (100% spiked, 3.0 mg/L EDTA) 25.6 5.88 Treatment 5 (100% spiked, 8.0 mg/L EDTA) 21.2 22.05 Treatment 6 (100% spiked, 0.5 mg/L Na2SO4) 23.6 13.24 Treatment 7 (100% spiked, 3.0 mg/L Na2SO4) 25.6 5.88 Treatment 8 (100% spiked, 8.0 mg/L Na2SO4) 25.0 8.09 0.0 1.28 13.46 -1.92 1.92 -0.64 Percent Reduction (compared to baseline) 25.52 7.59 11.72 26.90 18.62 11.72 13.79 Treatment (test initiated 6/23/04) Mean Reproduction Percent Reduction sample collected 6/7/04 (compared to baseline) Control 22.2 Treatment 1 (100% effluent, baseline) 24.4 -9.91 (compared to control) Treatment 2 (0.5 mg/L EDTA) 24.4 0.0 Treatment 3 (3.0 mg/L EDTA) 25.6 4.92 Treatment 4 (8.0 mg/L EDTA) 24.4 0.0 Treatment 5 (0.5 mg/L Na2SO4) 26.6 -9.02 Treatment 6 (3.0 mg/L Na2SO4) 25.0 -2.46 Treatment 7 (8.0 mg/L Na2SO4) 24.0 -1.64 Treatment (test initiated 7/7/04) Mean Reproduction Percent Reduction sample collected 6/7/04 (compared to baseline) Control 20.8 Treatment 1 (100% eff. baseline) 22.8 -9.62 (compared to control) Treatment 2 (100% eff. spiked) 14.2 37.72 Treatment 3 (100% spiked, 0.5 mg/L EDTA) 22.8 0.0 Treatment 4 (100% spiked, 3.0 mg/L EDTA) 20.6 9.65 Treatment 5 (100% spiked, 8.0 mg/L EDTA) 13.4 41.23 Treatment 6 (100% spiked, 0.5 mg/L Na2SO4) 21.2 7.02 Treatment 7 (100% spiked, 3.0 mg/L Na2SO4) 22.0 3.51 Treatment 8 (100% spiked, 8.0 mg/L Na2SO4) 23.8 -4.39 Treatment (test initiated 8/25/04) Mean Reproduction Percent Reduction sample collected 8/23/04 (compared to baseline) Control 20.2 Treatment 1 (100% effluent, baseline) 24.6 -21.8 (compared to control) Treatment 2 (0.5 mg/L EDTA) 24.0 2.44 Treatment 3 (3.0 mg/L EDTA) 25.6 4.07 Treatment 4 (8.0 mg/L EDTA) 21.6 12.2 Treatment 5 (0.5 mg/L Na2SO4) 23.6 4.07 Treatment 6 (3.0 mg/L Na2SO4) 23.8 3.25 Treatment 7 (8.0 mg/L Na2SO4) 23.4 4.88 Treatment (test initiated 9/l/04) Mean Reproduction Percent Reduction sample collected 8/23/04 (compared to baseline) Control 21.8 Treatment 1 (100% eff. baseline) 23.4 -7.34 (compared to control) Treatment 2 (100% eff. spiked) 15.2 35.04 Treatment 3 (100% spiked, 0.5 mg/L EDTA) 24.0 -2.56 Treatment 4 (100% spiked, 3.0 mg/L EDTA) 23.6 -0.86 Treatment 5 (100% spiked, 8.0 mg/L EDTA) 21.4 8.55 Treatment 6 (100% spiked, 0.5 mg/L Na2SO4) 19.6 16.2 Treatment 7 (100% spiked, 3.0 mg/L Na2SO4) 22.0 5.98 Treatment 8 (100% spiked, 8.0 mg/L Na2SO4) 16.0 31.62 The first round of TIE testing was conducted with the effluent sample collected on 3/29/04. Toxicity testing was initiated on 3/31/04 and 4/22/04. Effluent sample copper and zinc concentrations measured 3.0 ug/L and 41.0 ug/L, respectively. The investigators compared effluent treatments using the 3/29/04 effluent samples to the control. We believe more useful information can be obtained by comparing the TIE treatment reproductions to the effluent baseline reproduction. The far right column above titled "Percent Reduction (compared to baseline)" has been added to assist in clarification. The report notes a significant reduction in reproduction with the 3/29/04 "spiked " sample and suggests the reduction in reproduction (20.59%) is less than would be expected, possibly due to metals being complexed and becoming less bio-available to the test organisms. The City notes a significant reduction in reproduction (22.05%) in the 8.0 mg/L EDTA "spiked' treatment and attributes the reduction to the presence of unbound EDTA. The reductions in reproduction compared to the baseline are 25.52% and 26.90%, respectively. The second round of TIE testing was conducted with the same effluent sample collected on 6/7/04. Toxicity testing was initiated on 6/23/04 and 7/7/04. Effluent sample copper and zinc concentrations measured 2.0 ug/L and 33.0 ug/L, respectively. A slight increase in organism reproduction was noted in the 3.0 mg/L EDTA, 0.5 mg/L Sodium Thiosulfate, 3.0 mg/L Sodium Thiosulfate and 8.0 mg/L Sodium Thiosulfate treatments. For "spiked" treatments, the report notes equal reproduction in the 0.5 mg/L EDTA treatment and a slight increase in reproduction in the 8.0 mg/L Sodium Thiosulfate treatment. The third round of TIE testing was conducted with the same effluent sample collected on 8/23/04. Toxicity testing was initiated on 8/25/04 and 9/l/04. Effluent sample copper and zinc concentrations measured 25.6 ug/L and 49.1 ug/L, respectively. A slight increase in organism reproduction was noted in the 3.0 mg/L EDTA treatment. For "spiked' treatments, only the 0.5 mg/L and 3.0 mg/L EDTA treatments showed slight decrease in effluent toxicity. All baseline(100% effluent) test results indicate an absence of toxicity. The City contends that effluent copper is complexed and is not bio-available to the test organisms. The report concludes that neither this TIE nor historical data supports the theory that copper and/or zinc are causative effluent toxicants. The report attributes effluent toxicity during November and December 2003 to surfactants entering the wastewater treatment plant; however, the report fails to mention what observations lead the investigators to this conclusion, does not offer potential sources of surfactant contribution and does not suggest actions to be undertaken to prevent refractory toxicity in the future. We point out that in addition to removing toxicity caused by metals, EDTA reduces the acute toxicity of some cationic surfactants. Our office supports innovative approaches to TIE work; however, after reviewing the TIE data, we question what is gained by spiking a toxic effluent with copper and zinc and subsequent treatment manipulation. A review of the facility's WET test results for NPDES compliance purposes shows no additional WET permit limit violations since December 2003. TIE testing should be performed with toxic effluent samples. In situations where an effluent is not toxic, we have allowed facilities under the Copper and Zinc Policy to submit a final report indicating actions taken to address WET noncompliance and stating no additional WET permit limit violations occurred. In those situations, facilities would remain subject to the policy should additional WET permit limit violations occur in the future. In summary, in our opinion it can't be determined whether copper and/or zinc caused the facility's WET failures in November and December of 2003. No WET failures occurred subsequently and no meaningful TIE work could be conducted. The facility remains subject to the copper/zinc policy should WET failures occur in the future. Please feel free to contact either Matt or me if 733-2136 if you have questions cc: Steve Tedder — Winston-Salem Regional Office Susan Wilson-NPDES Unit Pretreatment Unit-DWQ Mr. Morgan Huffman, WWTP Superintendent, 10 Salem Street, Thomasville, NC 27316-0638 Ms. Shannon Lund-Meritech, Inc., 642 Tamco Road, Reidsville, NC 27320 Kim Pierce, US EPA Region IV, Water Mgt. Div., 61 Forsyth St., SW, Atlanta, Georgia 30303-8960 Aquatic Toxicology Unit Files Central Files CITY OF THOMASVILLE North Carolina UTILITIES DEPARTMENT North Carolina Division of Water Quality NOV 18 20(4 Environmental Sciences Branch Environmental Sciences F Aquatic Toxicology Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Subject: Copper and Zinc Action Level Policy Reply Option b) 3) Report Dear Sirs, AJG��4 t l 2 hgv,nsoN CpuNr� Please find enclosed three copies of the final report from the City of Thomasville in response to the implementation of the Copper and Zinc Action Level Policy. We feel that the testing performed and the enclosed report rule out copper and/or zinc as the causes of the toxicity observed in November and December 2003. I NOV 2 2 2004 i DEAR -WATER QUALITY POINT SOURCE BRANCH vs Sincerely, / '0 f/ Mo an Huffm ' WWTP Superintendent City of Thomasville City Hall 10 Salem Street • P.O. Box 368 • Thomasville, N.C. 27361-0368 Telephone (336) 475-4220 • Fax (336) 475-4283 tP e-Ub 611404- Reply to Copper and Zinc Action Level Policy Implementation Hamby Creek WWTP, Thomasville, NC NCDENR has asserted that the toxicity observed in the City of Thomasville Hamby Creek WWTP effluent in November and December 2003 was directly attributable to the levels of copper and/or zinc in the effluent. The City of Thomasville Hamby Creek WWTP has prepared this report to demonstrate the lack of toxicity directly attributable to copper or zinc in the effluent. The results of the Toxicity Identification Evaluation phase presented herein demonstrate that the assertion of copper/zinc toxicity is not only untrue, but that the WWTP effluent may actually have a buffering affect against the potential toxicity caused by these two metals. This is observed in the TIE test results that have been spiked with the addition of copper and/or zinc. Historical data presented in graphical form at the end of this document also demonstrate no correlation between copper/zinc levels in the effluent and WET test failures. Observations by WWTP personnel at the time of the toxic events in November and December 2003 indicate that the toxicity was likely attributable to heavy inflows of surfactants to and through the plant. Following the implementation of the Copper and Zinc Action Level Policy by NCDENR, the City of Thomasville WWTP contracted with Meritech, Inc. to run a series of three toxicity test on the WWTP effluent using whole effluent, effluent samples spiked with either EDTA or sodium thiosulfate at different levels, effluent samples spiked with copper and zinc, and effluent samples spiked with copper and zinc and either EDTA or sodium thiosulfate at different levels. All effluent samples were analyzed for copper and zinc concentrations present before testing proceeded. This series of tests were run on WWTP effluent samples collected on March 29, June 7, and August 23, 2004. Control water used for the tests was filtered Lake Reidsville dilution water used by Meritech, Inc. for toxicity testing. In the first test effluent, collected on March 29, 2004, copper was found to be present at a concentration of 3.Oug/L and zinc was present at a concentration of 41.0ug/L. Both are below NOEC levels (12.0ug/L copper and 47.0ug/L zinc) as described in "Quality Criteria for Water" (EPA Publication, 1986). On March 31, 2004 a toxicity test series was started using control water, 100% effluent, and effluent treated with either EDTA or sodium thiosutfate at concentrations of 0.5mg/L, 3.Omg/L, and 8.0mg/L. Toxicity data, as presented in the attached original report from Meritech, Inc., demonstrates that there was no toxicity observed in the effluent. In point of fact, the organisms in the 100% effluent sample reproduced better (4.7% reduction) than the control. A second test series was begun on April 22, 2004, using the same effluent sample collected on March 29, 2004, using control water, 1000/6 effluent, effluent spiked with 20ug/L copper and 60ug/L zinc, and effluent spiked with 20ug/L copper and 60ug/L zinc and treated with either EDTA or sodium thiosulfate at concentrations of 0.5mg/L, 3.0 mg/L, and 8.Omg/L. Again, no toxicity was observed in the 100% effluent sample and the 100% effluent sample reproduced better (-6.62% reduction) than the control. In the effluent sample spiked with 20ug/L copper and 60ug/L zinc there was a significant reduction in reproduction of 20.59%. However, this is a less pronounced effect than would be expected, indicating that these metals complexed with other elements present in the effluent, making them less bio-available to the test organisms. A significant reduction in reproduction of 22.05% was also observed in the effluent sample spiked with 20ug/L copper and 60ug/L zinc and 8.Omg/L EDTA. This is most likely attributable to the presence of unbound EDTA. In both test series run on the effluent sample collected on March 29, 2004 the effluent demonstrated no toxicity and organisms in the whole effluent reproduced better than in the control. The effluent sample spiked with 20ug/L copper and 60ug/L zinc showed a significant reduction in reproduction of 20.59% compared to the control. No toxicity was observed in the effluent sample collected on March 29, 2004 and the effluent actually demonstrated a buffering effect against copper/zinc toxicity. The second effluent sample for Toxicity Identification Evaluation copper and zinc testing was collected on June 07, 2004. This effluent sample was tested for metals and copper was found to be present at a concentration of 2.Oug/L and zinc at 33.Oug/L. Again, both metals are below NOEC levels (12.0ug/L copper and 47.Oug/L zinc) as described in "Quality Criteria for Water" (EPA Publication, 1986). On June 23, 2004 a toxicity test series was started using control water, 100% effluent, and effluent treated with either EDTA or sodium thiosulfate at concentrations of 0.5mg/L, 3.Omg/L, and 8.0mg/L. Toxicity data, as presented in the attached original report from Meritech, Inc., demonstrates that again there was no toxicity observed in the effluent and again the organisms in the 100% effluent sample reproduced better (-9.91% reduction) than the control. The organisms in the effluent samples treated with 3.Omg/L EDTA, and 0.5mg/L, 3.Omg/L, and 8.Omg/L sodium thiosulfate all reproduced slightly better than the 100% effluent sample indicating a possible reduction by these treatments of some toxic component present. The second test series on the second effluent sample was begun on July 06, 2004 using the same effluent sample collected on June 07, 2004, using control water, 100% effluent, effluent spiked with 20ug/L copper and 60ug/L zinc, and effluent spiked with 20ug/L copper and 60ug/L zinc and treated with either EDTA or sodium thiosulfate at concentrations of 0.5mg/L, 3.0 mg/L, and 8.0mg/L. Again, no toxicity was observed in the 100% effluent sample and the 100% effluent sample reproduced better (-9.62% reduction) than the control. In the effluent sample spiked with 20ug/L copper and 60ug/1- zinc there was a significant reduction in reproduction of 37.72% and 100% mortality on day seven, as expected. The effluent sample spiked with 20ug/L copper and 60ug/L zinc and treated with 0.5mg/L EDTA reproduced equal to the 100% effluent sample and the effluent sample spiked with 20ug/L copper and 60ug/L zinc and treated with 8.0mg/L sodium thiosulfate reproduced slightly better (4.39 reduction) than the 100% effluent sample, indicating that these respective treatments removed the spiked copper/zinc toxicity. All other samples spiked with 20ug/L copper and 60ug/L zinc and treated with either 3.0 mg/L or 8.Omg/L EDTA or sodium thiosulfate at concentrations of 0.5mg/L or 3.0 mg/L exhibited reduced reproduction from the 100% effluent sample. The third effluent sample for Toxicity Identification Evaluation copper and zinc testing was collected on August 23, 2004. This effluent sample was tested for metals and copper was found to be present at a concentration of 25.6ug/L and zinc at 49.1 ug/L. Values for both metals are above NOEC levels (12.Oug/L copper and 47.Oug/L zinc) as 2 described in "Quality Criteria for Water" (EPA Publication, 1986). On August 25, 2004 a toxicity test series was started using control water, 100o/o effluent, and effluent treated with either EDTA or sodium thiosulfate at concentrations of 0.5mg/L, 3.Omg/L, and 8.Omg/L. Toxicity data, as presented in the attached original report from Meritech, Inc., demonstrates that again there was no toxicity observed in the effluent and again the organisms in the 1001/6 effluent sample reproduced better (-21.8% reduction) than the control. The organisms in the effluent sample treated with 3.Omg/L EDTA reproduced only slightly better (4.071/o reduction) than the organisms in the 100% effluent sample. The organisms in the 100% effluent samples treated with 0.5mg/L and 8.Omg/L EDTA, and 0.5mg/L, 3.Omg/L, and 8.Omg/L sodium thiosulfate all reproduced slightly worse than the 100% effluent sample. The second test series on the third effluent sample was begun on September 01, 2004 using the same effluent sample collected on August 23, 2004, using control water, 100% effluent, effluent spiked with 20ug/L copper and 60ug/L zinc, and effluent spiked with 20ug/L copper and 60ug/L zinc and treated with either EDTA or sodium thiosulfate at concentrations of 0.5mg/L, 3.0 mg/L, and 8.Omg/L. Again, no toxicity was observed in the 100% effluent sample and the 100% effluent sample reproduced better (-7.34% reduction) than the control. There was a significant reduction in reproduction in the 100% effluent sample spiked with 20ug/L copper and 60ug/L zinc of 35.04% indicating the toxic effect these added metals concentrations had. In the 100% effluent samples spiked with 20ug/L copper and 60ug/L zinc and treated with 0.5mg/L and 3.Omg/L EDTA the organisms reproduced slightly better (-2.56% reduction and -0.86% reduction respectively) than in the 100% effluent sample. In the 100% effluent samples spiked with 20ug/L copper and 60ug/L zinc and treated with 8.Omg/L EDTA or 0.5mg/L 3.Omg/L, or 8.0mg/L sodium thiosulfate all organisms reproduced worse (8.55%, 16.2%, 5.98%, and 31.62% reduction respectively) than the 100% effluent sample. In the case of all six test series run, the untreated 100% effluent sample reproduced better than the control and exhibited no toxicity. Statistically significant copper and zinc toxicity in the entire test series could only be observed in effluent samples spiked with 20ug/L copper and 60ug/L zinc, with or with out the addition of either EDTA or sodium thiosulfate. Even in the third effluent sample where copper was found to be present at a concentration of 25.6ug/L and zinc at 49.1ug/L, both above the NOEC levels, no toxicity was observed in the organisms in the 100% effluent sample. It is apparent that even with levels above the NOEC values (12.Oug/L copper and 47.Oug/L zinc) the copper and zinc present in the effluent are complexed with other elements present in the effluent and therefore not bio-available to the organisms. Copper levels in this run of three Toxicity Identification Evaluation test series exceeded the prospective NPDES copper limit of 18ug/L on only one occasion (25.6ug/L on August 23, 2004), but even this effluent sample exhibited no toxicity. Effluent copper levels recorded closest to the toxic events observed in November and December 2003 were 33ug/L and 2lug/L respectively, one being above and one below the level shown here to have no toxic effect on organisms in the effluent. It is our contention that the copper levels found in the effluent are complexed in a bound form and not in a dissolved ionic form available to organisms in the effluent. Given the large quantity of varying elements present in treatment plant process and effluent water, the highly reactive nature of copper, and the difficulty in distinguishing between the forms of copper present, it is highly unlikely and illogical to assume that copper present in the effluent is in a toxic and highly reactive ionic form rather than bound in compounds and complexes in harmless forms. Neither this TIE nor historical data (see attached graphs of historical copper/zinc/WET/Phase II results) support the theory that copper has played a role in toxicity events. Implementation of a copper limit on the Hamby Creek WWTP NPDES permit would be a waste of resources. Zinc levels in the three test series run and in the two months which triggered the implementation of the Copper and Zinc Action Level Policy (November and December 2003) are well below the prospective NPDES zinc limit of 152ug/L suggested in the letter of February 05, 2004 from Steve Tedder, Regional Water Quality Supervisor, Winston- Salem. In fact, a review of DMR data dating back to February, 1999 finds no occasion on which the effluent zinc level was as high as 152ug/L. There is no evidence, from either this TIE study or historical data (see attached graphs of historical copper/zinc/WET/Phase II results), to support the theory that zinc presents a toxicity problem in the effluent from Hamby Creek WWTP. Implementation of zinc limit on the Hamby Creek WWTP NPDES permit would he a waste of resources. Again, observations by WWTP personnel at the time of the toxic events in November and December 2003 indicate that the toxicity was likely attributable to heavy inflows of surfactants to and through the plant. In conclusion, the City of Thomasville feels that the above toxicity/metals study in conjunction with the historical data present ample evidence that a) neither copper nor zinc in the Hamby Creek WWTP effluent are to blame for the toxicity events observed in November and December 2003, and b) implementation of copper or zinc limits on the Hamby Creek WWTP NPDES permit will result only in expending resources that could be put to better use elsewhere. 0 Hamby Creek Copper/Zinc/WET (1 of 2) 01/08/99-10/12/01 120 i Me 80 ■■■ ■ ' ■ ■ ■_ ■ 60 FIM ■ ■ ao �'� ■ ■ • +4 a M■ 94 20 • • •• ' '- �+ •i • 0 T —, .• T—� ac rn rn m rn rn M 0 O O O 0 0 rn rn rn rn rn rn O 0 O O O O 0 0 0 0 0 rn M M rn rn Q 0 o O O O o 0 0 0 0 0 ao ao co eo ao co ado m ro c Q w cQ0 m ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M Mt- 0)'- M Ln r 01 M M r M O O O O O O O O O O O O O O 0 Date -*--COPPER -M-ZINC WET (0=Pass,100=Fail) — WET Phase II 180 160 140 120 100 IM 80 60 40 20 Hamby Creek Copper/Zinc/WET (2 of 2) 10119/01-08/26/04 LVA • M ■ •~ N• • • • • • ♦ ■ IS • 0 —r v ), x —� 11 N N N N N N M M (M M M M O "lot'V V' O O O O O O O O O O O O O O O O CD O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N M M m m (n M 0) 0) M m m G) OO) M 0)M 0) O N N R0 aD O N N V (D co N N IT (O ODI � O O O O l � O O O O I � O O O O Date +COPPER —t— ZI NC WET (O=Pass,100=Fail) x WET Phase II MER/TECH, INC. ENVIRONMENTAL LABORATORIES A Division of Water Technology and controls, Inc. Thomasville W WTP is required by the state of North Carolina to demonstrate that its effluent's toxicity is not caused by the presence of copper and zinc. Meritech, Inc., conducted this study on an effluent sample collected on March 29"' 2004. The sample was first analyzed for both metals. Copper and zinc were present at concentrations of 3.0 µg/L and 41.0 µg/L respectively. Both metals were below NOEC values (i.e. 12.0 µg/L for copper and 47.0 99/1 for zinc), as described in "Quality Criteria for Water" (EPA Publication 1986). The metal analysis results are presented in attachment A. The Thomasville effluent sample was also analyzed for hardness and suspended solids. The sample's hardness was 76 mg/L of CaCO3 eq. and it contained 9.2 mg/L suspended solids. The first test series were started on March 31, 2004 using the aforementioned sample. The test was set up with a control and seven treatments. 100% effluent was used in all treatments. The test was set up as follows: • Control: Filtered Lake Reidsville dilution water • Treatment #1: 100% Effluent only • Treatment #2: 100% Effluent + 0.5 mg/L EDTA • Treatment #3: 100% Effluent + 3.0 mg/L EDTA • Treatment #4: 100% Effluent + 8.0 mg/L EDTA • Treatment #5: 100% Effluent + 0.5 mg/L Sodium Thiosulfate • Treatment #6: 100% Effluent + 3.0 mg/L Sodium Thiosulfate • Treatment #7: 100% Effluent + 8.0 mg/L Sodium Thiosulfate Toxicity data is presented in attachment B. The test organisms in Treatment # 1 exhibited no toxicity and reproduced better than the control. In the sodium thiosulfate treatments #5 thru #7 no toxic effect was observed and test organisms exposed in these treatments produced better than the control. Similarly the EDTA treated treatments #2 and #3 also preformed better than control. A slight reduction (9.4%) in reproduction was observed in Treatment #4, which was not significant. Both treated and untreated 100% effluent concentrations did not show any toxicity. A second test series was initiated on April 22, 2004 using the sample collected on March 29, 2004. The test was set up with a control and eight treatments. 100% effluent concentration was used in all treatment. The test was set up as follows: 642 Tamco Road • P.O- Box 27 Reidsville, NC 27320 MERI TECH, INC. ENVIRONMENTAL LABORATORIES A Division of Water Technology and Controls, Inc. • Control: Filtered Lake Reidsville dilution water • Treatment #1: 100% Effluent only • Treatment #2: 100% Effluent + copper and zinc • Treatment #3: 100% Effluent + copper and zinc + 0.5mg/L EDTA • Treatment #4: 100% Effluent + copper and zinc + 3.Omg/L ETDA • Treatment #5: 100% Effluent + copper and zinc + 8.0mg/L EDTA • Treatment #6: 100% Effluent + copper and zinc + 0.5mg/L Sodium Thiosulfate • Treatment #7: 100% Effluent + copper and zinc + 3.Omg/L Sodium Thiosulfate • Treatment #8: 100% Effluent + copper and zinc + 8.Omg/L Sodium Thiosulfate Toxicity data is presented in attachment C. Treatment #1 was set up with 100% effluent only. No effluent toxicity was observed, and the reproduction was greater than the control, which is similar to the first test. In Treatment #2, the sample was spiked with 20 µg/L copper and 60 µg/1 zinc. A significant reduction of 20.59% in reproduction was observed. These metal concentrations should exhibit a pronounced toxic effect, but it is possible that these metals complexed with suspended solids or TOC (total organic carbon) making them less bio-available to test organisms. Treatments #3 thru #8 were also spiked with copper and zinc. Then three different concentrations of EDTA and Sodium Thiosulfate were used to chelate the metals. In EDTA treated treatments #3 and #4, a slight reduction, 1.47% and 5.88% was observed respectively. In Treatment #5 a significant reduction (22.05%) in reproduction was observed. This reduction may be attributed to unbound EDTA. The Sodium Thiosulfate Treatments #6 thru #8 did not show significant reduction in reproduction. In both test series, 100% untreated sample, showed no toxicity and reproduced better than the control. Therefore, these tests indicated that the effluent sample from March 29, 2004 is non -toxic. Treatment #2 spiked with copper and zinc showed a significant reduction (20.59%) in reproduction as compared to control. In Treatments #3 and #4 and #6 thru #8, both EDTA and Sodium Thiosulfate successfully removed or reduced metal induced toxicity. Treatment #2 exhibited metal induced toxicity, as this treatment was not treated with EDTA or Sodium Thiosulfate. No metal related toxicity was observed in the effluent sample collected on March 29, 2004. 642 Tamco Road • P.O. Box 27 • Reidsville, NC 27320 AN �Cr 61 r-,,, ,I h hoo•, �s(�r'dC� Sample Name: Bio-Assay Diggested Acquired: 03/31/2004 16:17:23 Type: Unk Method: IRIS REG 3 Mode: CONC Corr. Factor: 1.000000 User: admin Custom ID1: Custom ID2: Custom ID3: Comment: A13944 Sb2068 As1890 Ba4554 Be3131 B_2089 Cd2288 Cr2677 ppm ppm ppm ppm ppm ppm ppm ppm .1162 -.0057 .0093 .0082 -.0029 .2062 -.0007 .0036 .0022 .0022 .0034 .0001 .0005 .0022 .0001 .0019 1.880 38.27 36.73 1.705 18.35 1.068 10.34 52.25 .1168 -.0037 .0133 .0081 -.0023 .2051 -.0007 .0017 .1138 -.0081 .0074 .0082 -.0032 .2047 -.0007 .0036 .1181 -.0054 .0073 .0084 -.0033 .2087 -.0006 .0054 Co2286 Cu3247 Fe2599 Pb2203 Mn2576 Mo2020 Ni2316 Se1960 ppm ppm ppm ppm ppm ppm ppm ppm .0026 0.00/3 .0026 .1365 .0102 .1949 .0126 .0251 -.0060 .0002I L .0005 .0047 .0050 .0013 .0007 .0006 .0029 8.516 19.33 3.445 49.38 .6780 5.781 2.461 47.80 .0023 .0030 .1341 .0119 .1940 .0125 .0246 0082 .0027 .0020 .1336 .0141 .1944 .0134 .0258 -.0027 .0027 .0026 .1420 .0045 .1965 .0120 .0248 -.0070 Ag3280 T11908 Sn1899 Ti3383 V_2924 Zn2138 Sc3353 ppm ppm ppm ppm ppm ppm ppm .0001 .0247 -.0023 .0038 00100,M .0410 229.1 .0004 .0035 .0038 .0004 .0007 1 q /4 .0003 1.8 297.1 14.33 167.0 11.96 75.10 .6118 .7786 0001 .0206 .0002 .0043 -.0016 .0413 227.0 -.0002 .0266 -.0066 .0035 -.0011 .0410 230.2 .0005 .0268 -.0004 .0035 -.0002 .0408 230.0 Sc2273 Sc3642 Cts/S Cts/S 12.674 377.02 .048 2.08 .37512 .55147 12.621 378.19 12.688 378.24 12.713 374.62 Meritech Crerpiodaphnia Chronic Reproduction Data Sheet Client: �t f�i M s . Start Date: a-V-eq Time: NPDES#: End Date: Al -7, pN Time: Reviewed by: Replicates %Effluent Day# 1 2 3 4 5 6 7 8 9 in Control Tota Tota tota Feo/ � 1u f3•o+^�IL 7 Total ry 3 ide f � iuv-d 5 ED9rA 7 Total 3 1"L ,�w�% 91 5 Total 14 31 Oro R3rd Brood Mean Reoroduotion 31.4- % RED. ij e 31•� % RED. t{ % RED. 3 3 G �i. n %REDI q Ltv %RED. —�'71 Meritech y� Ceriodaphnia Chronic Reproduction Data Sheet Client: fh;cYi�a M��� 4�� Start Date: Z �j.ar�i Time: /fg�pNj NPDES#: �— %Effluent Day# 1 Control Tota N. v Tota tota c 7 Total 3 5 7 Total 3 5 7 Total no Date: Y_-�_ o rP Time: , is- AAl LI ReplicatReviewed by: 9 es 4 5 6 7 8 9 in %3d s i r S Id 14 I lG it i 3 2 2 3,� Z i sIl 6ro 9 s/« s/l, i 32D 31 3Z L r Brood C.V. Mean Reoroduclion 3b•t % RED. LI--( $ 31•f % RED. S Sy- % RED.B % RED. % RED. a4t� L Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client: NPDES#: _ ,� � � �`�`�y�'"� Start Date: - •? 2 • 0'+ Time: IY 3o/rvl End Date: y , 04 Time: Reviewed by: %Effluent Day# 1 2 3 4 Replicates aF?Phi 3 5 67 8-9 10 %3rd Brood Control 5 5 3 7 C.V. Mean Total 9 6 025 Ree- —!production a7. s. 3 iac g �Her�r 5 Total 3 r p PDo% . S i 5 EAT 7 Total _Dt,� t-�>7A" Tot: Ql �J-ATA Totz 11 /6 4 iD /5- 1 31 b' l0 /o l2 8 av �3 2.2. ss ao Ill `f if 0 i�7, iS Rg .F- % RED. 6•C2 % RED. MT67 U-$ % RED. 1.'f7 5- G % R E D . 1 '6-27g a1..2- % RED. Meritech Cepriodaphnia Chronic Reproduction Data Sheet Client:— �� Zn:L�S/' )� Start Date: _ NPDES#: �' End Date: L` ���Lr Time: !L•'�° �,�yyl � .? 4j rf Time: _ q,.4 ° ¢M Reviewed by: AF9QL %Effluent Dav# 1 Z 3 Replicates 4 5 6 7 a Control Tota �dil/. iku� 5 U Total 10or r��-.t' cf to / Tots Tota Tota !r I 12 1 l3 3 5 ¢ 31r 4 7 i4 n r3 ILt !3 al 23 �> nL n� nn %3rd erootl C� C.V. Mean Reorotluction a3.6 % RED. 13", -tf % RED.=SL �is•o % RED. % RED.[ % RED.[ Meritech, Inc. Bioassay Sample Chain of Custody 642 Tamco Rd Reidsville, NC 27320 (336)342-4748 Client Information? Client: sy(fe (•�byC:ee�G✓k1° PO# Contact: 151 na NPDES #: 8 m Address: l o Q rm ,'s d a . 3 Phone: City: p AS Pipe Number: County: a ✓. Uri State: Zip: 2,750 Type of Facility Generating Effluent: boll -Jo Sample Information / Sampling Site: {f &--11 604-tn - Sample Type: Grab 1/ Composite # of Containers 2 Sampling Time: START Date: 2 -0 Time: 1000 pM END Date: �3' 3 d- 0- 0/1 Time: I Q: d4l wpm Sample Chilled (Covered with e�: Yes ✓ No Collector's Name (Print): 4t4 Caosj&-- Collector's Signature: /Y I rX r Toxicity Test Information Test Required: Chronic: Test Organism: Ceriodaphnia Dubia: Acute: Pimephales promelas: IWC: Mysidopsis bahia: 1 oxiciry Test Concentration(s): List Any Special Requirements: eaet r' - 7 Shipping Information Relinquished By: OL Date: 3- 0-0� Time: 10,52. AM PM Received By: %,A,s,g,_ ��— Date: Time: s �PM Relinquished By: Date: Time: AMPM Received By: Date: Time:.. Sample Temperature (C ): Method of Shipment: WTC(p/u) UPS AM PM Fed -Ex Circle One Other: Sample Receiving (Laboratory Use Only) Received From: ` . Received By: S• AD,c-t-,y Date: 3130JOU Time: /: 2L\AM M� Samnle Temneratnre. (C • r1 � • t n • Co.. i. `. - - i MERI TECH, INC, ENVIRONMENTAL LABORATORIES A Division of Water Technology and Controls, Inc. Thomasville W WTP is required by the state of North Carolina to demonstrate that its effluent's toxicity is not caused by the presence of copper and zinc. Meritech, Inc., conducted this study on an effluent sample collected on June 7, 2004. The sample was first analyzed for both metals. Copper and zinc were present at concentrations of 2.0 µg/L and 33.0 µg/L respectively. Both metals were below NOEC values (i.e. 12.0 µg/L for copper and 47.0 µg/1 for zinc), as described in "Quality Criteria for Water" (EPA Publication 1986). The metal analysis results are presented in attachment A. The first test series were started on June 23, 2004 using the aforementioned sample. The test was setup with a control and seven treatments. 100% effluent was used in all treatments. The test was set up as follows: • Control: Filtered Lake Reidsville dilution water • Treatment #1: 100% Effluent only • Treatment #2: 100% Effluent + 0.5 mg/L EDTA • Treatment #3: 100% Effluent + 3.0 mg/L EDTA • Treatment #4: 100% Effluent + 8.0 mg/L EDTA • Treatment #5: 100% Effluent + 0.5 mg/L Sodium Thiosulfate • Treatment #6: 100% Effluent + 3.0 mg/L Sodium Thiosulfate • Treatment #7: 100% Effluent + 8.0 mg/L Sodium Thiosulfate Toxicity data is presented in attachment B. The test organisms in Treatment #1 exhibited no toxicity and reproduced better than the control. In treatments #2 thru #4 treated with EDTA, no toxic effect was observed and the test organisms produced better or equal to treatment #1 (untreated 100% effluent) In the sodium thiosulfate treatments #5 thru #7 no toxic effect was observed and test organisms exposed in these treatments produced better than treatment #1. Both treated and untreated 100% effluent concentrations did not show any toxicity. A second test series was initiated on July 7, 2004 using the same sample collected on June 7, 2004. The test was set up with a control and eight treatments. 100% effluent concentration was used in all treatment. Treatments #2 thru #9 were spiked with 20 µg/L copper and 60 µg/L zinc concentrations. The test was set up as follows: 642 Tamco Road • P.O. Box 27 • Reidsville, NC 27320 MER/TECH, INC. ENVIRONMENTAL LABORATORIES A Division of Water Technology and Controls, Inc. • Control: Filtered Lake Reidsville dilution water • Treatment # 1: 100% Effluent only • Treatment #2: 100% Effluent + copper and zinc • Treatment #3: 100% Effluent + copper and zinc + 0.5mg/L EDTA • Treatment #4: 100% Effluent + copper and zinc + 3.0mg/L ETDA • Treatment #5: 100% Effluent + copper and zinc + 8.0mg/L EDTA • Treatment #6: 100% Effluent + copper and zinc + 0.5mg/L Sodium Thiosulfate • Treatment #7: 100% Effluent + copper and zinc + 3.0mg/L Sodium Thiosulfate • Treatment #8: 100% Effluent + copper and zinc + 8.0mg/L Sodium Thiosulfate Toxicity data is presented in attachment C. Treatment #1 was set up with 100% effluent _only in order to generate base -line data. No effluent toxicity was observed, and the reproduction was greater than the control, which is similar to the first test. In Treatment #2, the sample was spiked with 20 µg/L copper and 60 µg/L zinc. A significant reduction of 37.72% in reproduction was observed. Treatment #2 also exhibited 100% mortality on day seven, which is to be expected with these concentrations of metals (copper and zinc). Treatments #3 thm #8 were also spiked with copper and zinc. Then three different concentrations of EDTA and Sodium Thiosulfate were used to chelate the metals. In EDTA treated treatment #3, with 0.5 mg/L EDTA no reduction in reproduction was observed and reproduction was equal to that of treatment #1. In EDTA treated Treatment #4, a slight reduction of 9.65% was observed. In Treatment #5 a significant reduction (41.23%) in reproduction was observed. This reduction may be attributed to unbound EDTA. The Sodium Thiosulfate Treatments #6 and #7 showed a slight reduction of 7.02% and 3.51 % respectively. Treatment #8 exhibited no toxic effect from the metals and reproduction was greater than Treatment #1. In both test series, 100% untreated sample, showed no toxicity and reproduced better than the control. Therefore, these tests indicated that the effluent sample from June 7, 2004 is non -toxic. Treatment #2 spiked with copper and zinc exhibited metal induced toxicity. In this treatment there was a significant reduction of 37.72% in reproduction as well as 100% mortality occurring on day seven. In Treatments #3 and #4 and #6 thru #8, metals induced toxicity was removed or reduced by the addition of EDTA (treatments #3 and #4) and by Sodium Thiosulfate in Treatments #6 thru #8. Treatment #5 showed toxicity but this can be attributed to unbound EDTA. Treatment #2 exhibited metal induced toxicity, as this treatment was not treated with EDTA or Sodium Thiosulfate. No metal related toxicity was observed in the effluent sample collected on June 7, 2004. 642 Tamco Road • P.O. Box 27 • Reidsville, NC 27320 ,4#4 tr er, d,.)1 Sample Name: Bio-Assay Diggested 06/21/2004 15:32:59 Type: Unk Method: IRIS REG 4 Mode: CONC Corr. Factor: 1.000000 User: admin Custom ID1: Custom ID2: Custom ID3: Comment: =lem A13944 Sb2068 As1890 Ba4554 Be3131 B_2089 Cd2288 Cr2677 Jnits ppm ppm ppm ppm ppm ppm ppm ppm 4vg .1101 -.0100 .0078 .0028 .0005 .4287 -.0005 -.0040 3tddev .0021 .0007 .0025 .0001 .0005 .0046 .0003 .0008 %oRSD 1.906 6.968 31.74 2.619 109.2 1.067 56.08 19.64 t1 .1116 -.0094 .0103 .0028 -.0001 .4238 -.0002 -.0034 12 .1110 -.0107 .0054 .0028 .0005 .4328 -.0004 -.0038 3 .1077 -.0097 .0076 .0027 .0009 .4295 -.0007 -.0049 Jem Co2286 Cu3247 In2306 Fe2599 Pb2203 Mn2576 Mo2020 Ni2316 Inits ppm �'ooZ ppm ppm ppm ppm ppm ppm ppm vg .0023 .0024 .0017 .0289 -.0162 -.0001 -.0017 -.0020 tddev .0001 .0005 .0017 .0014 .0029 .0001 .0009 .0002 )RSD 4.552 21.23 100.7 4.802 18.09 140.1 54.87 8.749 1 .0023 .0018 .0009 .0304 -.0134 -.0001 -.0017 -.0020 ? .0022 .0025 .0006 .0287 -.0193 .0000 -.0026 -.0022 3 .0025 .0028 .0036 .0276 -.0160 -.0002 -.0007 -.0018 am P_1774 P_1782 Se1960 Ag3280 T11908 Sn1899 Ti3383 V_2924 -)its ppm ppm ppm ppm ppm ppm ppm ppm ig 1.925 1.901 -.0059 -.0013 .0808 .0014 -.0009 .0036 ddev .013 .018 .0009 .0003 .0031 .0009 .0009 .0009 RSD .6863 .9742 15.85 24.98 3.859 66.69 102.1 25.72 1.911 1.883 -.0062 -.0012 .0826 .0023 -.0017 .0036 1.936 1.920 -.0048 -.0017 .0826 .0005 .0001 .0027 1.928 1.900 -.0066 -.0011 .0772 .0012 -.0011 .0046 >m Zn2138 tits ppm g 0• a 3 3 .0330 idev .0005 RSD 1.485 .0325 .0332 .0334 A77110INEN % " C " Meritech Cerppiodaphnia Chronic Reproduction Data Sheet Client: ?f,y„5 -, 1_J. , r U r Start Date: o NPDES#: o „ �' �' `f Time: t�,RJJtF1� End Date: '%'•13 fit! Time: f, i n/1m Reviewed by: °rrnuent uay# 4 5 6 7 Control Tota 9 n 1C .1 Tota Tota • cv 14 7 Total 3 c ED-FA 7 Total 3 c D 7 Total 3 1 `oZ D oRy 71 1 a� I Sn a• �D L' � 9 al OD 13 `f �� JP J �� E D / 67 Cl T 1/ /v lC ip lv a� apt az 311J' a y- Sf 2� S f;2 f o & %3rd Brood C.V. Mean Reproduction e, 8 %RED. —9•%�, F4•r•-^C`"'�I"ar� % RED. 39- 7A f2: Al.9 % RED. &, v o, e 1 % RED. q• L5 VU k 13 � y- ��.� i'° f e > % RED. Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client: sP_ (_ �F )? NPDES#: yh,rOj, �i ` Start Date: �_ _ if Time: n !2 if /�1r1 4pfe End Date: -it Time: ,Effluent Day# 1 'ontrol Tota Z' A V Tota 41, , Tota Tota R 7 Total 3 5 7 Total 2 3 . — I f : / e 6N1 Reviewed by: Ar Replicates Uc � 4 5 6 7 a 3 5 7 I 3 -TO y To 20 z L ' l� i1 /- /2 a ir al 22 °hard Brood C.V. Mean Reproduction % RED.1i ;L- D 1 % RED. 3.5'1 2-3 1 `..µ' % RED. + — 39 % RED. % RED. Pnncr.tino"L a Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client: 7� . c>r �� r 7 r�'rFp ��fI� Start Date: NPDES#: '"7'�' LA3.044 Time: A-y.�,dtpt End Date: •go•a7'f Time: g:3vflM Reviewed by: 6Effluent Day# 1 Control Tota Tote .7 ,317Z Tota L i -I` 5 rH�/1 EIrT� 7 Total 3 5 Total 3 4�j-- 5 r1 k-T4"es' p �JJ Total Replicates 2 3 4 5 6 7 it o .A %Ord Brood Mean t, ( Reproduction ^� ��•�' C R RED, G.Ci 1 % RED. O. mO '' !, yp % RED. FO 1°'G % % RED. %RED. Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client: .2;Z21v 11 NPDES#: Start Date: f,-.a3,,7LF Time: End Date: ti 3 r h Time: c Reviewed by: )Effluent Day# 1 -ontrol Totz Tota r Tota Tota 4 7 Tota 5 7 Total Replicates 2 3 4 5 6 7 a 0 3 C C:) s 31� L sl u C7 LD ' Ifq o 41/ !� H 7� � �7 iv I'3 /3 /3 %3rd Brood C.V. Mean $'�ialo Reproduction %RED. % RED. — �• �� (�.� WW % RED.B % RED.B % RED. Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION Kolmogorov Test for Normality ---------------------------------------------------------------------------- D = 0.1218 (p-value > 0.100) D* = 0.7857 Critical D* = 1.035 (alpha = 0.01 , N = 40) = 0.895 (alpha = 0.05 , N = 40) Data PASS normality test (alpha = 0.01). Continue analysis. Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION Bartlett's Test for Homogeneity of Variance ---------------------------------------------------------------------------- Calculated Bl statistic = 4.5473 (p-value = 0.7150) Data PASS B1 homogeneity test at 0.01 level. Continue analysis. Critical B = 18.4753 (alpha = 0.01, df = 7) = 14.0671 (alpha = 0.05, df =.7) Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION Summary Statistics on Data TABLE 1 of 2 ---------------------------------------------------------------------------- GRP IDENTIFICATION N MIN MAX MEAN --- 1 ---------------- Control ---- 5 ---------- 20.0000 ---------- 25.0000 ---------- 22.2000 2 100% Eff 5 23.0000 26.0000 24.4000 3 100%Eff+0.5EDTA 5 22.0000 25.0000 24.4000 4 100%Eff+3.OEDTA 5 23.0000 27.0000 25.6000 5 100%Eff+8.OEDTA 5 23.0000 26.0000 24.4000 6 100%Eff+0.5Thio 5 25.0000 28.0000 26.6000 7 100%Eff+3.OThic 5 24.0000 26.0000 25.0000 8 ---------------------------------------------------------------------------- 100%Eff+8.OThio 5 22.0000 26.0000 24.0000 Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION Summary Statistics on Data TABLE 2 of 2 ---------------------------------------------------------------------------- GRP IDENTIFICATION VARIANCE SD SEM C.V. % --- 1 ---------------- -------------- Control 3.7000 ---------- 1.9235 ---------- 0.8602 ---------- 8.6646 2 100% Eff 1.3000 1.1402 0.5099 4.6729 3 100%Eff+0.5EDTA 1.8000 1.3416 0.6000 5.4985 4 100%Eff+3.OEDTA 2.3000 1.5166 0.6782 5.9241 5 100%Eff+8.OEDTA 1.3000 1.1402 0.5099 4.6729 6 100%Eff+0.5Thio 1.8000 1.3416 0.6000 5.0438 7 100%Eff+3.OThio 0.5000 0.7071 0.3162 2.8284 8 ---------------------------------------------------------------------------- 100%Eff+8.OThio 3.5000 1.8708 0.8367 7.7951 Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION ANOVA Table ---------------------------------------------------------------------------- SOURCE DF SS MS F ---------------------------------------------------------------------------- Between 7 56.9750 8.1393 4.0194 Within (Error) 32 64.8000 2.0250 ---------------------------------------------------------------------------- Total 39 121.7750 ---------------------------------------------------------------------------- (p-value = 0.0029) Critical F = 3.2583 (alpha = 0.01, df = 7,32) = 2.3127 (alpha = 0.05, df = 7,32) Since F > Critical F REJECT Ho: All equal (alpha = 0.05) Title: Thomasville Metals Study 6/23/04 File: thomas62304 Transform: NO TRANSFORMATION Dunnett's Test - ---------------------------------------------------------------------------- TABLE 1 OF 2 Ho:Control<Treatment TRANSFORMED MEAN CALCULATED IN SIG GROUP ------------------------- IDENTIFICATION MEAN ORIGINAL UNITS T STAT 0.05 1 Control ----------------------------- 22.2000 22.2000 ------ --- 2 100% Eff 24.4000 24.4000 -2.4444 3 100%Eff+0.5EDTA 24.4000 24.4000 -2.4444 4 100%Eff+3.OEDTA 25.6000 25.6000 -3.7778 5 100%Eff+8.0EDTA 24.4000 24.4000 -2.4444 6 100%Eff+0.5Thio 26.6000 26.6000 -4.8889 7 100%Eff+3.OThio 25.0000 25.0000 -3.1111 8 ---------------------------------------------------------------------------- 100%Eff+8.OThio 24.0000 24.0000 -2.0000 Dunnett critical value = 2.4500 (1 Tailed, alpha = 0.05, df [used] = 7,30) (Actual df = 7,32) Title: Thomasville Metals Study 6/23/04 File:-thomas62304 Transform: Dunnett's Test - TABLE 2 OF 2 NO TRANSFORMATION Ho:Control<Treatment ---------------------------------------------------------------------------- NUM OF MIN SIG DIFF % OF DIFFERENCE GROUP ------------------------- IDENTIFICATION REPS (IN ORIG. UNITS) CONTROL FROM CONTROL 1 Control ------- 5 ---------------- ------- ------------ 2 100% Eff 5 2.2050 9.9 -2.2000 3 100%Eff+0.5EDTA 5 2.2050 9.9 -2.2000 4 100%Eff+3.OEDTA 5 2.2050 9.9 -3.4000 5 100%Eff+8.0EDTA 5 2.2050 9.9 -2.2000 6 100%Eff+0.5Thio 5 2.2050 9.9 -4.4000 7 100%Eff+3.OThio 5 2.2050 9.9 -2.8000 8 ---------------------------------------------------------------------------- 100%Eff+8.OThio 5 2.2050 9.9 -1.8000 Meritech, Inc. Obaeb Bioassay Sample Chain of Custody DU Tameo Rd Reidsville, NC 27320 (336)342-4748 Client Information Client: Tkurm1 v; l e Qw)i P PO Contact: 'a t r' NPDES #: C r7 112,- Address: 0 (, 10 4I ir. Phone: 33E-k7S-�r141 City: ks Pipe Number: 06t County: 1�+�,dsu,, State: L Zip: 273r,) Type of Facility Generating Effluent Sample Information Sampling Site: ill L..,d, Sample Type: Grab Composite # of Contain sss 7-- Sampling Time: START Date:—( -7-!t Time: 1 d p d PM END Date: Time: (d PM Sample Chilled (Covered with Ice): Yes No Collector's Name (Print): A's� e; Collector's Signature: 11t,,,124. Toxicity Test Information Test Required: Chronic: Test Organism: Ceriodaphnia Dubia: v" Acute: Pimephales promelas: (' to -TX T- - Mysidopsis bahia: rwtr: d �� i oxicity Test Concentration(s): List Any Special Requirements: Shipping Information Relinquished By Date: is-0 Time:�M Received By: I 6a Date: ,0 Time: /VJ, T M Relinquished By: Date: Time: AM PM Received By: Date: Time:: AM PM Sample Temperature (C ): Method of Shipment: WTC(p/u) UPS Fed -Ex Circle One Other: ('_our' ey- Sample Receiving (Laboratory Use Only) Received From:��L Received By: 1 G ^ Date: CX f Time: AMQ) M, RI TECH, INt„ ENVIRONMENTAL LABORATORIES A Division of Water Technology and Controls, Inc. Thomasville W WTP is required by the State of North Carolina to demonstrate that its effluent's toxicity is not caused by the presence of copper and zinc. Meritech, Inc., conducted the study on an effluent sample collected on 8/23/04. The sample was analyzed for metals. Copper and zinc were present at concentrations of 25.6 µg/L and 49.1 µg/L, respectively. Both metals were above NOEC values (i.e., 12.0 µg/L for copper and 47.0 µg(L for zinc), as described in "Quality Criteria for Water " (EPA Publication 1986). The metals analysis results are presented in attachment A. The first test series was start on 8/25/04, using the sample collected on 8/23/04. An effluent concentration of 100% was used in all treatments. The test was set-up as follows: • Control (Lake Reidsville water) • Treatment 1: 100% Effluent • Treatment 2: 100% Effluent + 0.5 mg/L EDTA • Treatment 3: 100% Effluent + 3.0 mg/L EDTA • Treatment 4: 100% Effluent + 8.0 mg/L EDTA • Treatment 5: 100% Effluent + 0.5 mg/L Thiosulfate • Treatment 6: 100% Effluent + 3.0 mg/L Thiosulfate • Treatment 7: 100% Effluent + 8.0 mg/L Thiosulfate Toxicity data is presented in attachment B. The test organisms in Treatment 1 exhibited no toxicity and reproduced better than the control. In treatments 2 and 3, treated with EDTA, a toxic effect was not observed, and the test organisms produced better or equal to Treatment 1 (untreated 100% effluent). In Treatment 4, a 12.2% reduction, which is not significant, was observed as compared to Treatment 1. In the Sodium Thiosulfate treated samples, Treatments 5-7, toxicity was not observed, and a slight, non -significant reduction in reproduction was observed as compared to Treatment 1. Both treated and untreated 100% effluent concentrations did not show any toxicity. The second test series was initiated on 9/l/04, using the same effluent sample collected on 8/23/04. An effluent concentration of 100% was used in all treatments. Treatments 2-9 were spiked with 20 µg/L of copper and 60 µg/L of zinc. The test was set-up as follows: • Control (Lake Reidsville water) • Treatment 1: 100% Effluent • Treatment 2: 100% Effluent + copper + zinc • Treatment 3: 1001/o Effluent + copper + zinc + 0.5 mg/L EDTA 642 Tamco Road • P.O. Box 27 • Reidsville, NC 27320 MERI TECH, INC. ENVIRONMENTAL LABORATORIES A Division of Water Technology and Controls, Inc. • Treatment 4: 100% Effluent + copper + zinc + 3.0 mg/L EDTA • Treatment 5: 100% Effluent + copper + zinc + 8.0 mg/L EDTA • Treatment 6: 100% Effluent + copper + zinc + 0.5 mg/L Thiosulfate • Treatment 7: 100% Effluent + copper + zinc + 3.0 mg/L Thiosulfate • Treatment 8: 100% Effluent + copper + zinc + 8.0 mg/L Thiosulfate Toxicity data is present in attachment C. Treatment 1 was set-up with 100% effluent, to generate base -line data. Effluent toxicity was not observed in Treatment 1 and reproduction was greater than the control, which is similar to the first test series. In Treatment 2, the sample was spiked with copper and zinc. A significant reduction of 35.0% in reproduction was observed as compared to Treatment 1, which can be attributed to metal concentrations (copper and zinc). Treatments 3-8 were also spiked with copper and zinc. Three different concentrations of EDTA and Sodium Thiosulfate were then used to chelate the metals. In Treatments 3 and 4, which were treated 0.5 mg/L and 3.0 mg/L EDTA, respectively, no reduction in reproduction was observed, and the organisms actually reproduced better than Treatment 1. In EDTA Treatment 5, a non -significant reduction of 8.55% was observed. Treatments 6-8 were treated with Sodium Thiosulfate. In Treatments 6 and 7 a 16.2% and 5.98% reduction in reproduction was observed, respectively. A significant reduction of 31.6% was observed in Treatment 8. This reduction may be attributed to unbound Sodium Thiosulfate. In both test series, the 100% untreated effluent sample did not show any toxicity and actually had a higher reproduction rate than the.control. Therefore, the effluent sample of August 23, 2004 is considered to be non -toxic. Treatment 2, spiked with copper and zinc, exhibited metal induced toxicity (i.e., a 35.0% reduction in reproduction). In Treatments 3-5 and 6-7, metal induced toxicity was either removed or reduced by the addition of EDTA (3-5) and Sodium Thiosulfate (6-7). Treatment 8 showed a significant reduction in reproduction, which can be attributed to unbound Sodium Tbiosulfate. 642 Tamco Road • P.O. Box 27 • Reidsville, NC 27320 ample Name: Bioassay Sample Acquired: 08/25/2004 14:55:04 Type: Unk lethod: IRIS REG 4 Mode: CONC Corr. Factor: 1.000000 ser: admin Custom ID1: Custom ID2: Custom ID3: omment: Thmmasville lem A13944 Sb2068 As1890 Ba4554 Be3131 B_2089 Cd2288 Cr2677 nits ppm Ppm ppm 0�0.00400.0i6 PPmG0,005 PPm °.;23 ppm4o•0+Z ppm o •oltf ppm vg 2037�1'o�S0022L0 .0156 -.0010 .3234 -.0005 .0136 tddev .0088 .0005 .0024 .0002 .0000 .0193 .0002 .0014 )RSD 4.295 21.16 60.87 1.352 2.897 5.981 34.66 9.981 1 .2123 .0026 .0068 .0157 -.0010 .3430 -.0004 .0142 2 .2040 .0023 .0028 .0157 -.0010 .3228 -.0003 .0145 3 .1948 .0017 .0025 .0154 -.0010 .3043 -.0006 .0120 lem CO2286 I� Cu3247 In2306 Fe2599 Pb2203 Mn2576 Mo2020 Ni2316 nits Ppm J PPm ppm 0 PPm 0'191.1914 ppm 0'0100000 ppm 0-OW0644 ppm 0.023.02340 ppm 03�.0315 vg G0 +9 •00120 026-0256 .0021 tddev .0002 .0004 .0054 .0079 .0044 .0021 .0015 .0021 .RSD 17.38 1.666 253.1 4.101 28110. 3.307 6.242 6.610 25. I, 1 .0011 .0261 -.0040 .2003 .0035 .0667 .0251 .0338 .0014 .0254 .0044 .1885 .0015 .0641 .0228 .0311 3 .0253 .0061 .1855 -.0049 .0625 .0224 .0297 .0010 em P_1774 Se1960 Ag3280 T11908 Sn1899 Ti3383 V_2924 Zn2138 PPM Ppm G0 �-.0002 L0ppm ppm00��.0491 02� igs a, 2.791 �'0.0l0.0002 0-o1�0220 057G090-.0002C0o�.0010 ddev 1 .061 .0039 .0003 .0011 .0029 .0007 .0009 0065 RSD 2.196 1798. 206.5 5.165 51.46 380.3 88.48 .9398 2.838 -.0028 .0002 .0224 -.0057 .0001 .0018 .0493 ! 2.813 .0046 -.0005 .0207 -.0085 .0003 .0012 .0495 t 2.722 -.0011 -.0001 .0228 -.0027 -.0009 .0000 .0486 Sc2273 Sc3642 Cts/S Cts/S 18.999 509.14 .149 7.87 .78498 1.5451 18.932 500.07 18.895 513.21 19.169 514.14 Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client:�� ,�� t���Er�c Start Date: NPDES#: ~( - ��c}C �`t Time: // End Date: �i— t crt Time: Reviewed by: � 7 L An Repticates— %Cffluent Dav# 1 2 3 4 5 6 7 u o %3rd Brood DO C.V. Mean Reproduction a.uc Control Tota Tota Tota i Tota IMY LA't i Total i Total % RED. % RED. �t'f •O % RED. A° 4t} Kb %RED. I —f}•07 FT - %RED. f°oG`�.r9 Meritech Ceriodaphnia Chronic Reproduction Data Sheet NPDES#: ct Start Date: �j'-C;" Time: End Date: q-i.flt: Time: Reviewed by: %Effluent Day# 1 Z 3 Replicates 4 5 6 7 a Control Tota Tota Tota 7 Total 5 7 Total 3 5 7 Total I G a�- �`l 13 10 %a C- WY 12— I io L' Lt /q /3 7 414 (%3rd Brood I- I C.V. Mean Reorotluction z3�t % RED. �3 g % RED. ,3•,25- 3' Lj- % RED. Z f QQ % RED.[ % RED. C Meritech ` Ceriodaphnia Chronic Reproduction Data Sheet Client: 0, _ Start Date: NPDES#: (� — -17 Time: �pw/ End Date: G.-ott Time: gir F— Reviewed by: %Effluent Day# 1 2 3 4 5 Replicates 5 7 8 o an Control Tota OZ P Tota 7 {{ S�tKeo� Tota +,:� •�oSfhTA 7 pB //Tota K'«J- 3.a EbTA 7 Total 3 mej S-a;=DTp 7 Total %3rd Brood tC.V. Mean I J •'Q Reproduction % RED. I % RED. % RED. % RED. %RED. $•SS Meritech Ceriodaphnia Chronic Reproduction Data Sheet Client: ThI,w_;" a St _c_ _ Start Date: C' I. py NPDES#: l Time: a 91 yoEffluent Day# i Control Tota }-0.57r-,o Tota Tota cT 7 Total 3 5 7 Total 3 5 7 Total End Date: Q.t-ay Time: r--- Replicates Reviewed by: l — 2 3 4 5 6 7 x o i I gG LIC P 9 13 LHb 14 ILA Lf 9 io 10 9 6 13 3 Lt ;7- Ila r 'Ord Brood C� C.V. Mean Reoroduclion Cr. tv %RED. jw,a %RED-1 S.Cip IL c % RED.1 31.(,X % RED. % RED. Meritech, Inc. I Bioassay Sample Chain of Custody 642 T Reidsvillee,, NC NC 27 27320 (336) 3424748 Client InforP�atio Client:as .// Contact: Address: () D parkPhone: City: 4 PO # r�i(600 _ NPDES #: l02 ',!/- E lr 75 -4 21ry Pipe Number: OC) i County: . o-s1 State: WE Zip: oZ1a 1t Type of Facility Generating Effluent: Li Sample Informations f L Sampling Site: Lfi�aPrw� Sample Type: Grab ✓ Composite # of Containers Z Sampling Time: START Date: Time: 1 0 Dv PM END Date: �SS"'�4 Time: 6mPM Sample Chilled (Covered with e) Ye t. No Collector's Name (Print): t:' Collector's Signature: All Toxicity Test Information Test Required: Chronic: % Acute: M---, IWC: Toxicity Test Concentration(s): List Any Special Requirements: Test Organism: Ceriodaphnia Dubia: +/ Pimephales promelas: Mysidopsis bahia: ►00 1 Shipping Information Relinquished By: ✓T Dater Time: AM PM Received By: Date: Time: AM PM Relinquished By: Date: Time: AM PM Received By: Date: Time: AM PM Sample Temperature (C : Method of Shipment: WTC(p/u) UPS Fed -Ex Circle One Other: Sample Receiving (Laboratory Use Only) Received From: A • �daz / Received By:a Date r% Time: la7>/ OAM PM Sample Temperature (C�:1Q/ Samplg Condition 16 Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION Kolmogorov Test for Normality ------------------------------------------------------------------- D = 0.0938 (p-value > 0.100) D* = 0.6404 Critical D* = 1.035 (alpha = 0.01 , N = 45) = 0.895 (alpha = 0.05 , N = 45) ------------------------------------------------------------------- Data PASS normality test (alpha = 0.01). Continue analysis. Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION Bartlett's Test for Homogeneity of Variance --------------------------------------------------------------------- Calculated 31 statistic = 9.3383 (p-value = 0.3146) Data PASS B1 homogeneity test at 0.01 level. Continue analysis. ----------------------------------------------------------------------- Critical B = 20.0902 (alpha = 0.01, df = 8) = 15.5073 (alpha = 0.05, df = 8) Title: Thomasville Zinc and Copper Study Transform: NO TRANSFORMATION File: Thom9104 ---------------------------------------------------------------------- Summary Statistics on Data TABLE 1 of 2 GRP IDENTIFICATION N MIN ---------- MAX ---------- MEAN --- 1 ---------------- Control ---- ---------- 5 17.0000 26.0000 21.8000 2 100% Eff 5 21.0000 25.0000 23.4000 3 100% Eff Spiked 5 13.0000 19.0000 15.2000 4 Spiked+0.5EDTA 5 20.0000 26.0000 24.0000 5 Spiked+3.OEDTA 5 22.0000 25.0000 23.6000 6 Spiked+8.OEDTA 5 18.0000 27.0000 21.4000 7 Spiked+0.5Thio 5 14.0000 26.0000 19.6000 8 Spiked+3.OThio 5 20.0000 24.0000 22.0000 9 ------------------------------------------------------------------------ Spiked+8.OThio 5 12.0000 21.0000 16.0000 Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION Summary Statistics on Data TABLE 2 of 2 GRP IDENTIFICATION VARIANCE SD SEM ---------- C.V. % ---------- --- 1 ------------------------------ Control 10.7000 ---------- 3.2711 1.4629 15.0050 2 100% Eff 3.3000 1.8166 0.8124 7.7632 3 l00% Eff Spiked 5.7000 2.3875 1.0677 15.7070 4 Spiked+0.5EDTA 6.5000 2.5495 1.1402 10.6230 5 Spiked+3.OEDTA 1.8000 1.3416 0.6000 5.6849 6 Spiked+8.0EDTA 12.3000 3.5071 1.5684 16.3885 7 Spiked+0.5Thio 19.3000 4.3932 1.9647 22.4142 8 Spiked+3.OThio 2.5000 1.5811 0.7071 7.1870 9 -------------------------------------------------------------------- Spiked+8.OThio 16.5000 4.0620 1.8166 25.3876 Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION ANOVA Table ---------------------------------------------------------------------------- SOURCE DF SS MS F ---------------------------------------------------------------------------- Between 8 417.3778 52.1722 5.9739 Within (Error) 36 314.4000 8.7333 ---------------------------------------------------------------------------- Total 44 731.7778 -------------------------------------------------- (p-value = 0.0001) Critical F = 3.0517 (alpha = 0.01, df = 8,36) = 2.2085 (alpha = 0.05, df = 8,36) Since F > Critical F REJECT Ho: All equal (alpha = 0.05) Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION Dunnett's Test - TABLE 1 OF 2 Ho:Control<Treatment ---------------------------------------------------------------------------- TRANSFORMED MEAN CALCULATED IN SIG GROUP IDENTIFICATION MEAN ORIGINAL UNITS ------------------ T STAT 0.05 ------ --- ------------------------- 1 Control ----------- 21.8000 21.8000 2 100% Eff 23.4000 23.4000 -0.8561 3 100% Eff Spiked 15.2000 15.2000 3.5312 4 Spiked+0.5EDTA 24.0000 24.0000 -1.1771 5 Spiked+3.OEDTA 23.6000 23.6000 -0.9631 6 Spiked+8.OEDTA 21.4000 21.4000 0.2140 7 Spiked+0.5Thio 19.6000 19.6000 1.1771 8 Spiked+3.OThio 22.0000 22.0000 -0.1070 9 Spiked+8.OThio 16.0000 16.0000 3_1032 - --------------------------------------------------- Dunnett critical value = 2.5000 (1 Tailed, alpha = 0.05, df [used] = 8,30) (Actual df = 8,36) Title: Thomasville Zinc and Copper Study File: Thom9104 Transform: NO TRANSFORMATION Dunnett's Test - TABLE 2 OF 2 Ho:Control<Treatment ---------------------------------------------------------------------------- NUM OF MIN SIG DIFF % OF DIFFERENCE GROUP IDENTIFICATION REPS ------- (IN ORIG. UNITS) ---------------- CONTROL ------- FROM CONTROL ------------ ----- 1 -------------------- Control 5 2 100% Eff 5 4.6726 21.4 -1.6000 3 100% Eff Spiked 5 4.6726 21.4 6.6000 4 Spiked+0.5EDTA 5 4.6726 21.4 -2.2000 5 Spiked+3.OEDTA 5 4.6726 21.4 -1.8000 6 Spiked+8.OEDTA 5 4.6726 21.4 0.4000 7 Spiked+0.5Thio 5 4.6726 21.4 2.2000 8 Spiked+3.OThio 5 4.6726 21.4 -0.2000 9 ---------------------------------------------------------------------------- Spiked+8.OThio 5 4.6726 21.4 5.8000