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WQ0002503_Report_20210927
POLY Inc. 234 Aquarius Drive, Suite 116 www.poly-inc.com Birmingham, Alabama 35209 September 23, 2021 Mr. Randy Sipe, P.G., Hydrogeologist via Electronic Mail Water Quality Operations Section Division of Water Resources, NCDEQ Washington Regional Office 943 Washington Square Mall Washington, NC 27889 RE: Response to May 11, 2021 Iron Background Evaluation Comment Letter Frit Car, Inc. Permit Number WQ0002503 Craven County Dear Mr. Sipe: At the request of the Washington Regional Office, Frit Car, Inc. has recalculated a site-specific dissolved iron background level using data from monitoring well samples collected from temporary wells TM1 and TM3 during the period May to December 2020. The Department has previously indicated that the proposed method of two sigma plus an average was acceptable for calculation of the iron background level. The calculation for the proposed dissolved iron background level is included in Attachment A. The May to December 2020 iron concentrations table is also included in Attachment A. Frit has also compared these proposed background levels to dissolved iron concentrations at wells along the Review and Compliance Boundaries. The Waste, Review and Compliance boundaries are presented on the figure included as Attachment B. Wells along the Review boundary include MW-1 to the northwest of the Waste boundary; MW-5 northeast of the Waste boundary; and, MW-6 to the southeast of the Waste boundary. MW-7 is located along the Compliance boundary at to the southwest of the Waste boundary. Dissolved iron concentrations were detected at or below the calculated background level at the Review boundary in MW-1, MW-5, and MW-6. During the May to December sampling period, the iron concentration in MW-7 exceeded the proposed background level at the Compliance boundary two of the eight sampling events (June and December), therefore exceeding the proposed background concentrations and thus requiring Frit Car to conduct Corrective Actions per your May 11, 2021 letter. Frit is in the process of evaluating water treatment modifications to reduce the iron concentrations in the effluent to below the proposed calculated background level ; therefore, if the dissolved iron present in the effluent applied to the spray fields is less than the calculated background, then any exceedances in the wells on the spray field must be attributed to naturally Fe Background Evaluation-Frit Car Mr. Randy Sipe September 23, 2021 Page 2 POLY Inc. 234 Aquarius Drive, Suite 116 www.poly-inc.com Birmingham, Alabama 35209 occurring background concentrations. To comply with Corrective Action requirements, the effluent will be sampled prior to application. Effluent will not be applied to the sprayfield if the dissolved iron concentrations exceed the calculated background level. Any effluent that exceeds the background level for dissolved iron will be hauled by licensed transport to an appropriate disposal facility. In reviewing the above information, please note that the facility has not applied any effluent to the sprayfield since February 2019. All groundwater data gathered during the eight-month data development period should not reflect any direct influence of effluent application. Please contact us with any questions or comments (dmdavis@poly-inc.com; tfloyd@poly- inc.com ). Sincerely, Poly, Inc. Timothy Floyd PG David M. Davis, NC License #2667 Principal Senior Geologist cc: Mr. Mike Newby, Frit Car – Brewton Attachments: Attachment A: Data Table for All Wells Metals Only May-Dec 2020. Data Evaluation Table with respect to TW-1 and TW-3 Attachment B: Waste Boundary Map ATTACHMENT A Monitoring Well Sample Date Chromium Chromium (Dissolved)Copper Copper (Dissolved)Iron Iron (Dissolved)Lead Lead (Dissolved)Nickel Nickel (Dissolved) 5/28/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 6/25/2020 <0.002 <0.002 <0.005 <0.005 0.222 0.145 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 8/27/2020 <0.002 <0.002 <0.005 <0.005 0.158 0.100 <0.005 <0.005 <0.002 <0.002 9/24/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 10/26/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 11/24/2020 <0.002 0.00213 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 12/29/2020 <0.002 0.00213 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 5/28/2020 0.00683 0.00603 <0.005 <0.005 0.985 0.768 0.00542 <0.005 0.00224 <0.002 6/25/2020 0.0032 0.003 <0.005 <0.005 0.890 0.725 <0.005 <0.005 <0.002 <0.002 7/22/2020 0.0036 0.00358 <0.005 <0.005 1.140 0.954 <0.005 <0.005 <0.002 <0.002 8/26/2020 0.00643 0.00702 <0.005 <0.005 1.09 1.210 <0.005 <0.005 <0.002 <0.002 9/23/2020 0.00603 0.00501 <0.005 <0.005 0.683 0.669 <0.005 <0.005 <0.002 <0.002 10/26/2020 0.00738 0.00663 <0.005 <0.005 1.5 0.961 0.00606 <0.005 0.00209 <0.002 11/23/2020 0.00649 0.00663 <0.005 <0.005 0.782 0.681 <0.005 <0.005 <0.002 <0.002 12/28/2020 0.0049 0.00527 <0.005 <0.005 1.06 0.815 0.00238 0.00257 <0.002 <0.002 5/28/2020 0.0031 0.00257 <0.005 <0.005 0.349 0.308 <0.005 <0.005 <0.002 <0.002 6/25/2020 0.0034 0.0034 <0.005 <0.005 0.289 0.276 <0.005 <0.005 <0.002 <0.002 7/22/2020 0.00614 0.00649 <0.005 <0.005 0.740 0.718 <0.005 <0.005 <0.002 <0.002 8/26/2020 0.00507 0.00393 <0.005 <0.005 0.569 0.352 <0.005 <0.005 <0.002 <0.002 9/23/2020 0.00306 0.00290 <0.005 <0.005 0.259 0.259 <0.005 <0.005 <0.002 <0.002 10/26/2020 0.00449 0.00539 <0.005 <0.005 0.775 0.697 <0.005 <0.005 <0.002 <0.002 11/23/2020 0.00307 0.00415 <0.005 <0.005 0.356 0.350 <0.005 <0.005 <0.002 <0.002 12/28/2020 0.0059 0.00334 <0.005 <0.005 0.467 0.392 <0.005 <0.005 <0.002 <0.002 5/28/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 6/25/2020 <0.002 <0.002 <0.005 <0.005 0.118 <0.1 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 0.114 <0.1 <0.005 <0.005 <0.002 <0.002 8/27/2020 <0.002 <0.002 <0.005 <0.005 0.191 <0.1 <0.005 <0.005 <0.002 <0.002 9/23/2020 <0.002 <0.002 <0.005 <0.005 0.105 <0.1 <0.005 <0.005 <0.002 <0.002 10/26/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 11/23/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 12/29/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 5/28/2020 <0.002 <0.002 <0.005 <0.005 0.545 <0.1 <0.005 <0.005 <0.002 <0.002 6/25/2020 <0.002 <0.002 <0.005 <0.005 1.55 0.103 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 0.984 <0.1 <0.005 <0.005 <0.002 <0.002 8/27/2020 <0.002 <0.002 <0.005 <0.005 0.951 <0.1 <0.005 <0.005 <0.002 <0.002 9/24/2020 <0.002 <0.002 <0.005 <0.005 0.899 <0.1 <0.005 <0.005 <0.002 <0.002 10/26/2020 <0.002 <0.002 <0.005 <0.005 1.200 0.310 <0.005 <0.005 <0.002 <0.002 11/23/2020 <0.002 <0.002 <0.005 <0.005 0.714 <0.1 <0.005 <0.005 <0.002 <0.002 December <0.002 <0.002 <0.005 <0.005 0.365 <0.1 <0.005 <0.005 <0.002 <0.002 5/28/2020 <0.002 <0.002 <0.005 <0.005 1.18 0.268 <0.005 <0.005 0.0035 0.00233 6/24/2020 <0.002 <0.002 <0.005 <0.005 3.66 1.920 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 3.09 0.162 <0.005 <0.005 <0.002 <0.002 8/26/2020 0.00212 <0.002 <0.005 <0.005 2.85 2.40 <0.005 <0.005 <0.002 <0.002 9/23/2020 0.00218 <0.002 <0.005 <0.005 0.604 0.326 <0.005 <0.005 0.00228 0.00204 10/26/2020 0.00204 0.00209 <0.005 <0.005 0.950 0.632 <0.005 <0.005 0.00249 0.00259 11/24/2020 0.00273 0.00357 <0.005 <0.005 0.872 0.442 <0.005 <0.005 <0.002 0.00596 12/28/2020 0.00236 0.00288 <0.005 <0.005 0.710 1.550 <0.005 <0.005 0.00214 0.00235 5/28/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 6/25/2020 <0.002 <0.002 <0.005 <0.005 0.177 0.119 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 0.207 0.210 <0.005 <0.005 <0.002 <0.002 8/27/2020 <0.002 <0.002 <0.005 <0.005 0.472 0.340 <0.005 <0.005 <0.002 <0.002 9/24/2020 <0.002 <0.002 <0.005 <0.005 0.212 0.148 <0.005 <0.005 <0.002 <0.002 10/26/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 11/24/2020 <0.002 <0.002 <0.005 <0.005 0.213 0.153 0.00528 <0.005 <0.002 <0.002 12/29/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 5/28/2020 <0.002 <0.002 <0.005 <0.005 0.0032 0.0297 <0.005 <0.005 <0.002 <0.002 6/25/2020 <0.002 <0.002 <0.005 <0.005 0.784 0.655 <0.005 <0.005 <0.002 <0.002 7/22/2020 <0.002 <0.002 <0.005 <0.005 <0.1 <0.1 <0.005 <0.005 <0.002 <0.002 8/27/2020 <0.002 <0.002 <0.005 <0.005 0.571 0.555 <0.005 <0.005 <0.002 <0.002 9/24/2020 0.0022 <0.002 <0.005 <0.005 0.806 0.705 <0.005 <0.005 <0.002 <0.002 10/26/2020 0.0022 <0.002 <0.005 <0.005 0.213 0.214 <0.005 <0.005 <0.002 <0.002 11/24/2020 <0.002 0.00267 <0.005 <0.005 0.320 0.264 <0.005 <0.005 <0.002 <0.002 12/29/2020 <0.002 <0.002 <0.005 <0.005 0.176 0.165 <0.005 <0.005 <0.002 <0.002 Bold Font indicates exceedance of current permit limit Frit Car‐Bridgeton, NC Total vs. Dissolved Metals Analysis (mg/L) Groundwater Monitoring Wells‐Spray Fields Chromium Copper Iron Lead NickelPermit Limits MW1 MW2 MW4 MW5 MW6 MW7 Temp Well 1 Temp Well 3 0.01 mg/L 1 mg/L 0.3 mg/L 0.02 mg/L 0.1 mg/L Monitoring Well Sample Date Iron (Dissolved) mg/l 5/28/2020 0.100 6/25/2020 0.119 7/22/2020 0.210 8/27/2020 0.340 9/24/2020 0.148 10/26/2020 0.100 11/24/2020 0.153 12/29/2020 0.100 5/28/2020 0.0297 6/25/2020 0.655 7/22/2020 0.100 8/27/2020 0.555 9/24/2020 0.705 10/26/2020 0.214 11/24/2020 0.264 12/29/2020 0.165 Iron (mg/l) Dissolved Mean 0.247 SD 0.209 2‐Sigma 0.419 Proposed Limit (mg/l)0.67 Temp Well 1 Temp Well 3 TW1, TW3 ATTACHMENT B © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom SHEET No.POLY, INC. 1935 Headland Avenue Dothan, AL 36303 334-793-4700 102 Sunset Lane Shalimar, FL 32579 850-609-1100 234 Aquarius Dr., Ste. 116 Birmingham, AL 35209 205-913-0330 WWW.POLY-INC.COM FRIT CAR Bridgeton, North Carolina PROJECT No. 8520010 DESIGNED BY: Cert. of Auth. No. DATE: ENG / ARCH / SURVEYOR OF RECORD: These drawings are copyrighted and the property of Poly-Inc. Any use, partial or full reproduction is prohibited except by written Agreement with Poly-Inc. DRAWN BY: REGISTRATION No. ARCHITECT AL. ENGINEER FL. GA. CA-0480 CA-78-E AA-C001551 CA-1818 001118 001118 SEPTEMBER 2021 REVIEW BOUNDARY WASTE BOUNDARY EXISTING MONITORING WELL COMPLIANCE BOUNDARY EXISTING WASTEWATER SPRAY HEAD SUPPLY LINE Waste Water Spray Field boundaries JLM