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HomeMy WebLinkAboutDEQ-CFW_00034519(MD. DuPont Engineering Mr. Larry Stanley Hydrogeologist NCDENR 1646 Mail Service Center Raleigh, NC 27699-1646 Re: Response to Comments RCRA Phase I Report DuPont FMPXMVW 6324 Fairview Road Charlotte, NC 28210 T& (704) %2-45&V Fax (7K 3Q-VaM Adm. r ov VIP 2003 V, Received 0 Hazardous waste %4 PV Section C Enclosed for your review are DuPont's responses to the May 14, 2003 and June 5, 2003 correspondences commenting on the RCRA Phase I Report. For case of discussion the comments �*resented in the referenced corres,:rit�ence are :insented in Italics. The rep y--tnse to each comment follows in standard font. 1. DuPont Fayetteville should mention the analytical methods used to analyze the soil and groundwater samples collectedfor this report. Thefacility may report this Ope of information in the sections of the report that discuss each unit individually. In addition, DuPont Fayetteville should list the constituents of concernfor each unit. Instead of this list, DuPont could cite the work plan for Phase I of the R.Y. The citations should include the section or appendix where this information can befound Revised report Sections 4.4.1, 4.4.2, and 4.4.3 address this comment. Changes made to t report text are present in bold font. Three copies of the replacement text as well as a revis Table of Contents are enclosed for your insertion 11 F— DuPont -Fayetteville should update the soil and groundwater standards listed in various tables producedfor the Phase I report. The standards for several constituents have changed recently. In most cases, the changes are minimal and do DEQ-CFW-00034519 Page 2 of 3 August 18, 2003 presented in the report An updated table (i. e. Appendix 3) is enclosed with these comments. In addition, some standards are not listed correctly. For example, the NC 2L Standardf] bis(2-ethylhe_xy1)phthalate is 0. 003 mg1l and not, as listed in the table 3 mg1l DuPont should checkfor these conversion discrepand 7g, I Vqul it ut ont nas comparM7=e P,717fff-ase I Nata 777-ne rectriny MangplITIM, 7 tables accordingly. The conclusions offered in the RF1 Phase I Report have not changed utilizing the new standards. Three copies of the revised data tables are enclosed for your insertion. 3. Guidance titled "Guidelines for Establishing Remediation Goals at RCRA Hazardous Waste Sites" discusses the preliminary groundwater screening process recommended by the HWS. According to this document, afacility should petition the Groundwater Section for an LVL4C (Interim Maximum Allowable Concentration) if a constituent does not have an assigned 2L Standard. The guidance document cited here can be viewed or copied by visiting the H)TSs web site (http:wastenot.enrstate.nc). At this time, the Fayetteville Works facility is not in a remedial phase. In the Phase I Report, when a NC 2L standard was not available, screening criteria uses was for the purpose of identifying constituents of concern to carry forward in the investigation stage. When the remedial phase at the site is reach, DuPont will petition for an IMAC in accordance with the applicable guidelines, if necessary. 4. Some monitor wells not located immediately downgradientftom SWMU 6-Common Sump detected hazardous constituents at concentrations exceeding NC 2L Standards. The HWS understands that DuPont -Fayetteville plans to develop a groundwater monitoring program for the Naflion Area. However, it seems unlikely that the hazardous constituents reported for either monitor wells NAF-01 or NAF-04 originated at SWMU 6 The HWS suggests that DuPont -Fayetteville discuss other potential sources for the hazardous constituents which exceed the 2L Standard. This discussion can be based upon DuPont's current knowledge of the site. As discussed in the June 29, 2003 conference call, DuPont desires to collect and review additional data from monitor wells and piezometers associated with SWMU 6. Upon receipt and review of the data, DuPont will request an on -site meeting with DENR personnel to further discuss our understanding of site conditions and constituent migration as well as possible additional sources, if any. 5. In 1999, DuPont -Fayetteville excavated soil at theformerfire training area. Even at twelve, feet (essentially at the water table), soils showed relatively high concentrations of diesel range TPH. As discussed in the Phase I report, DuPont intends to sample the wells near this unit again, and the HWS recommends that TPH be added to the list of constituents of concern. DEQ-CFW-00034520 NEW direction is probably afew degrees south of monitoring point PTA-01. Eventually, xcffy �e xo�,&Z, tf Atmdxe4f-&,--ftXm-Vrf1re I'ATiXg ftrez source ofgroundwuter contamination, After a May 29, 2003 conference call, DuPont received a letter dated June 5, 2003 from the HWS agreeing with the interpretation of the subsurfitce data. 6. The HWS recommends that DuPont -Fayetteville use hand bailers during the next groundvmter sampling event DuPont may use lou,-flow techniques during subsequent sampling events. Hand bailers will be utilized to collect groundwater samples during the next sampling event. pwate I i-irfte ";Virk Tkm -Z or cncurence with this letter. DuPont understands that low -flow sampling tecbuiques cann be utilized in subsequent sampling events. In summary, the June 5, 2003 correspondence requested DuPont expand the site conceptual DuPont bas revised the site conceptual model (SCM) in Section 5.1.2 of the Phase I Report to V 1 6"- h"I 111W110 Mt 6 If you bave any questions regarding the response to the above comments please feel free ti contact me at 704-362-6626. Sincerely, JamieV k Project Director cc: Michael Johnson — Fayetteville Works File 1;M DEQ-CFW-00034521