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HomeMy WebLinkAbout1304_Cabarrus_CharlotteMotorSpeedwayV_MSWLF_ACMCommentLetter_FID1832813_202404014 JETT LNVIKUNIVir-N IHL C O N S U L T I N G April 1, 2024 Ms. Jackie Drummond Compliance Hydrogeologist North Carolina Department of Environmental Quality Division of Waste Management - Solid Waste Section Asheville Regional Office (ARO) 2090 US Highway 70 Swannanoa, North Carolina 28778 Submitted via Electronic Mail Re: Assessment of Corrective Measures & 1,4-Dioxane Comment Letter Charlotte Motor Speedway, Landfill V, Permit No. 13-04 Cabarrus County, North Carolina Dear Ms. Drummond: On behalf of BFI Waste Systems of North America, Inc. -Charlotte Motor Speedway, Landfill V, Jett Environmental Consulting is submitting the following in response to a March 13, 2024 Comment Letter (FID 1831925) from the North Carolina Department of Environmental Quality (DEQ) regarding the Groundwater Statistical Analysis Report - Second Semi -Annual 2023 Event. The March 13, 2024 DEQ Letter requested the site implement the following items: • Analyze for 1,4-Dioxane semiannually (instead of annually that was previously approved on August 8, 2019 (FIDs 1338643 and 1338724) for all groundwater monitoring wells, surface water sampling locations, and the new underdrain location (UD-3); • Analyze for 1,4-Dioxane in the leachate semiannually; • Include two new surface water sampling locations to effectively monitor the surface water adjacent to downgradient groundwater contamination; • Pursuant to 15A NCAC 13B .1635, Republic Services, Inc. is required to initiate Assessment of Corrective Measures; and; • Within 120 days of receipt of this letter, complete an Assessment of Corrective Measures to analyze the effectiveness of potential corrective measures by submitting to the Solid Waste Section an Assessment of Corrective Measures Report. Once the Solid Waste Section has reviewed the Assessment of Corrective Measures Report, Republic Services, Inc. is required to conduct a public meeting to discuss the results of the Assessment of Corrective Measures prior to selecting a remedy. The site is tentatively scheduled to conduct the next semi-annual sampling event in April 2024. During the sampling event, the site will analyze for 1,4-dioxane for the groundwater monitoring wells, surface water sampling points, the underdrain, and the leachate. These locations will then be sampled on a semi-annual frequency. Attached is a potentiometric surface map, which also identifies the locations of the two new surface water sampling points (SW -A and SW-B). Water Quality Monitoring Plan revisions are planned to be submitted in the near future to document the two added surface water points and the semi-annual 1,4-dioxane sampling. In addition, the site has initiated an Assessment of Corrective Measures (ACM) and will submit an ACM Summary Report within 120 days from receipt of the March 13, 2024 DEQ Letter. Should you have any questions or concerns, please contact Mr. Mike Gurley at (704) 262-6019 or Steve Jett at (314) 496-4654. 18 Lexington Oaks Court 314-496-4654 Foristell, MO 63348 www.jettenviro.com f/o MW-10/�//. 556.10 / Wm., WE s 571.4' 72 O a \ D t CELL 2F P\ 559.65 PHASE 4SS PHASE 2 \\ 559.65 1 ��t O BMW-18A* 1 \ 565.69 EXISTING SW-2 8 MW-17AR* I SS CELL 2G MW-27 j 'a 551.01' UD-3 S PHASE 2 NM?�� \ ! MW-17R* MW-34* l MW-18AR22*,t.. 550.98 548.40 MW-18R2** 556.43 \ 552.93 MW-33*� \ SW -A EXISTING \ CELL 2H PHASE 2 \ qp MW-32R* of o I d 564.60 w MW-28 561.29 •a ' • � 5g6 565.50 I / MW-31 V EXISTING / CELL 21 ° qa sQ �y4� PHASE 3 n + tttJJJ ` MW-30R o I Uo 557.92" _ `�� / 4 P Q \ � �"MW-29R o ° 1 EXISTING 555.31 ° CELL 2J PHASE 3 ow \ � I irrl 1D i1 D I MW-35 i I; • MW-42 SW-3 ° 557.17� 551.46 \ I SSS EXISTING I CELL 2K SW-4 PHASE 3 / SW_ B � MW-36 �� S 1 550.90 ° o �� �EXISTINGI 0 CELL 2M \ _ I ° MW-37 \\ _- / MW-41 y _ 543.7c S 554.97 1 AA W-39 a( 557.65 MW-40 Ir �M W-38 553.06 542.00 1 \ I a � \ JETT Figure 1 iBLexingt31 Oaks Court Second Semi -Annual 2023 Potentiometric Surface Map / 6� w' Fonstell, M0 63348 EN4VIRONMENTAL www.jettenv'ro.cosm Charlotte Motor Speedway Landfill V, Harrisburg, North Carolina NO TH V ' 0 200 400 600 1200 s _ Scale in Feet Graphic Scale: 1 inch = 600 feet CLOSED _ O CELL IA \ MW-11 1 627.26 i I LJ \ I LEGEND S O a SMW-22 Shallow Monitoring Well Location MW-22A Deep Monitoring Well Location 582.44 Groundwater Elevation (fmsl) ��o l \ \ _ _565- Potentiometric Surface Contour(fmsl) '. Hydraulic Gradient & Inferred / \ �i=o.ms Groundwater Flow Direction _ \ 19gW-1 Surface Water Sampling Location (Approx) r CLOSED / EXISTING \\ ° �UD-3 Underdrain Sampling Location (Approx) CELL113 CELL2L o / - - - - Landfill Cell Boundary PHASE 1 k Denotes Assessment Monitoring / t Program Well Denotes Water Quality Assessment (Extent) Well MW-14 Water levels collected by Pace Analytical Services on 619.53 November 27, 2023. 4Bo Depth to water was Not Measured (NMI at MW-27 due to MW-1 MW-1 being below the top of the dedicated bladder pump. 619.55 EXISTING Decembepro2023 by SCS Engineers., date of aerial survey is CELL 2A \_Yl PHASE 1 \ s / M22A* )i75 �\ ` / \ % Q I EXISTING I CELL 2B PHASE 1 MW-15 IIf i/ �611.78+ I op } EXISTING CELL 2C PHASE o MW-2013* / 1 576.37 Q MW-20AR''\ ° 574.57 rn t• _ \ �\gEXISTING ' nEXISTING-�� / S8 CELL 2E l J,, 1 V CELL 2D �h-��- S PHASE 1 \ -- e I PHASE � I IV 1 J 1 I � I O �A p 559.53 * 1 A MW-19A* M 558.89 `�560.62 ° Sincerely, Steve Jett, LG #1825 Owner, Jett Environmental Consulting, PLLC (C-517) Attachment: Potentiometric Surface Map cc: Mike Gurley, Republic Services (PDF via Email) Joe Montello, Republic Services (PDF via Email) Charlotte Motor Speedway Landfill (1 Hardcopy)