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HomeMy WebLinkAbout6013_Mecklenburg_NorthMeck_GreenwayWaste_CDLF_ProposedInfillExp_FID1826060_20240108r1AV i i Civil & Environmental Consultants, Inc. January 8, 2024 Ms. Jaclynne Drummond Hydrogeologist — Solid Waste Section Division of Waste Management North Carolina Department of Environmental Quality 2090 US 70 Highway Swannanoa, North Carolina 28778 Dear Ms. Drummond: Subject: Response to Questions North Meek C&D Landfill — Proposed Infill Expansion 15300 Holbrooks Road, Huntersville, North Carolina CEC Project 324-055 Civil & Environmental Consultants, Inc. (CEC), on behalf of Greenway Waste Solutions at North Meek, LLC (Greenway), is pleased to provide the following responses to questions received from the North Carolina Department of Environmental Quality (NCDEQ) regarding groundwater and surface water concerns related to the Proposed Infill Expansion (Expansion) at the facility, received in a September 6, 2023, email. These questions were provided following a meeting between NCDEQ, CEC, and GWS to discuss the potential feasibility of the Expansion. 1.0 HYDROGEOLOGIC CONDITIONS FOR THE LANDFILL FACILITY (EXISTING AND PROPOSED) 1.) What changes would be expected to the underlying/local hydrogeologic conditions? The primary anticipated change to underlying hydrogeologic conditions is an alternation of the subsurface flow regime, largely mirroring the changes in the surficial flow regime. The attached Figure 1 depicts the potentiometric surface based on depth to groundwater measurements collected during the Spring 2023 semi-annual monitoring event; Figure 2 shows the general surface flow regime based on topography which mirrors subsurface flow. The major anticipated changes are depicted on Figure 3; that is, subsurface flow in the northern portions of the facility will shift to the west as overburden is removed to accommodate the stream relocation (the stream that currently runs beneath the Infill Area via culvert), and subsurface flow in the southern portions of the facility will likely shift to the southwest as overburden is removed to accommodate stream relocation. Subsurface flow is expected to exhibit similar changes. The proposed stream relocation will become a natural flowing stream receiving minimal stormwater flow from the existing and future landfill development areas and will eliminate flow beneath the landfill through the double culvert pipe system. Overall, the underlying hydrogeologic conditions will change very little except for a minor shift to the west and southwest as mentioned earlier. 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com Ms. Jaclynne Drummond — North Carolina Department of Environmental Quality CEC Project 324-055 Page 2 January 8, 2024 No significant off -site changes are expected by the stream's relocation. 2.) Would these changing conditions, if any, modify the conclusions of the initial Site Suitability Study and Design Hydro reports for the existing landfills? These changes are not anticipated to impact the conclusions of the initial Site Suitability Study and Design Hydro reports for the existing landfills except that surface water sampling locations will need to be modified to accommodate the stream relocations. General groundwater flow direction as presented in the Site Suitability Study and more recent potentiometric surface mapping will not be impacted throughout most of the existing landfill development areas. 3.) How would this impact groundwater flow, such as flow direction or gradients? As previously mentioned, the proposed stream relocation improvements will change the surface water flow regime and slightly alter groundwater flow to more of a western shift in the norther portions of the facility, and a southwestern shift in the southern portions of the facility. These anticipated changes are shown on Figure 3. Minimal impacts to hydraulic gradient are anticipated. 4.) How does this impact the seasonal high-water table and base grade separations for existing landfills? There may be a minor downward shift in the seasonal high-water table beneath the Infill Area due to the removal of the stream that currently runs (via culvert) beneath this portion of the landfill due to moving the groundwater discharge points via the stream relocation. However, this would result in the seasonal high-water table being slightly deeper beneath the Infill Area. The groundwater monitorability will not be affected by these deeper anticipated seasonal high groundwater fluctuations along Cane Creek and other areas of the site. No other impacts are anticipated to the seasonal high-water table and base grade separation due to the stream relocations. 5.) Has any groundwater modeling been conducted to predict groundwater changes for this area? No groundwater modeling has been conducted as we anticipate very minor changes to the hydraulic and overall hydrogeologic setting. 2.0 EXISTING GROUNDWATER CONTAMINATION 6.) How would this impact current and future groundwater contamination? Civil & Environmental Consultants, Inc. Ms. Jaclynne Drummond — North Carolina Department of Environmental Quality CEC Project 324-055 Page 3 January 8, 2024 Existing groundwater contamination is due to landfill gas migration and is being addressed through active landfill gas extraction and monitored natural attenuation. The anticipated minor changes in groundwater flow, as outlined above, will not have an impact on the mechanism of groundwater contamination, though there may be some impacts to plume migration (discussed below). 7.) Are the current plume migration dynamics established and would plume migration be expected to change? Current plume migration dynamics have been established for the two plumes identified at the landfill facility. Due to the anticipated changes in subsurface flow, there may be minor changes in plume migration. Expected changes, if any, would mirror the changes in the subsurface flow as discussed above but would not impact our ability to monitor or effectively remediate the plume(s). However, it should be noted that vinyl chloride detections are being remediated and have been trending downward over the past several semi-annual monitoring events, indicating that the existing corrective measures are working (specifically, the active landfill gas extraction). The possibility exists that the vinyl chloride plume will have been remediated by the time work for the stream relocations begins. 8.) Would the currently known contaminant plume be able to be effectively monitored? The stream relocations will not impact the monitorability of the known contaminant plumes. Some existing monitoring wells may need to be abandoned and relocated to accommodate construction work during the relocation process, but temporary wells can be installed during construction and new permanent wells will be installed once construction is complete to maintain consistency in groundwater and plume monitoring. 9.) With bedrock contamination and contamination of off -site former drinking water and irrigation wells, what do the fractures show? Fracture traces in bedrock identified during previous assessment work will not impact the stream relocation project and will not have a significant impact on off -site migration. Further, as previously mentioned, there is strong evidence that the corrective measures currently in place at the landfill facility are having a positive impact on the contaminant plumes and the plumes may be eliminated or significantly diminished by the time construction starts. 10.) What role are the bedrock fracture systems going to play? Have any fracture tracer studies been conducted to understand the interconnectivity? Civil & Environmental Consultants, Inc. Ms. Jaclynne Drummond — North Carolina Department of Environmental Quality CEC Project 324-055 Page 4 January 8, 2024 Construction activities may encounter shallow bedrock. However, further investigation will be required to better delineate bedrock in the stream relocation areas; there is only one existing groundwater monitoring well in the northern stream relocation area (MW-10(i)-R) and five wells (MW-8-R, MW-8D, MW-7, MW-7A, and MW-7D) — all of which are generally clustered together — in the southern stream relocation area. A preliminary drilling program will be scheduled soon to better define our bedrock related impacts and associated fracture patterns in and near the proposed stream relocation areas. Based on a review of existing boring logs for the wells near the southern area and the current estimated depths of the cuts required in this area, bedrock may be encountered during construction activities. If fractured bedrock is encountered at or near the stream relocation construction areas, blasting and excavation of bedrock may locally impact existing fractures and could create new fractures. However, in our opinion this would be localized to the general area of blasting, and the primary anticipated change would not impact general flow or significantly alter hydraulic gradients. Fracture tracer studies have not been conducted. 3.0 EXISTING SURFACE WATER CONTAMINATION 11.) How would this impact current surface water contamination? Detections of contaminants in surface water have been intermittent over the past several semi- annual monitoring events. Further, such detections have either been flagged with a J qualifier and/or have not been above the screening criteria (NC 02B Surface Water Quality Standards, EPA National Recommenced Water Quality Criteria for Aquatic Life & Human Health, NC In -Stream Target Values). As such, there is no current surface water contamination to impact. Surface Water Monitoring locations would be adjusted as needed to accommodate the stream relocations. 12.) What component of the contaminant plume, if any, would be expected to discharge to the relocated stream? Given the fact that existing contaminates are located in the deeper portion of the plume, we do not anticipate any discharge through the relocated stream in that area. To further support an effective surface water monitoring program, locations will be adjusted as needed to accommodate the stream locations, and the new/altered sampling points associated with the northern stream relocation will be positioned to monitor any potential plume migration from beneath the Infill Area. However, as previously discussed, there is strong evidence that the corrective measures in place at the landfill facility are having a positive impact on the contaminant plumes and the plumes may be gone or significantly diminished by the time construction starts. Civil & Environmental Consultants, Inc. Ms. Jaclynne Drummond — North Carolina Department of Environmental Quality CEC Project 324-055 Page 5 January 8, 2024 13.) It is assumed that the current stream between the landfills is perennial. Would rerouting the stream maintain as perennial for the full length of the new reroute? The intention is for the relocated stream to remain perennial. 4.0 ADJACENT IMPACTS 14.) Would there be any flooding and/or erosion concerns with the relocated stream? Based on the estimated depths of the cuts necessary to relocate the stream, it is unlikely that flooding from the relocated areas will be a concern. The USACE will consider performance standards in the streams design and will need to be comfortable with the streams flow pattern and stormwater capacity. Erosion control measures will be addressed as part of the design. 15.) How will this impact the residences and adjacent properties? It is not anticipated that adjacent properties will be impacted by the stream relocation. The proposed stream locations are entirely on property owned by GWS. Surface and subsurface flow for the residences and adjacent properties are not anticipated to be impacted based on the current conceptual designs. Potential off -site impacts are one factor that will monitored during the design and permitting process. If any potential impacts are identified, GWS and CEC will make the necessary notifications. Overall, we anticipate positive change for the residents especially along Trails End Lane as other stream restoration improvements in the Cane Creek area will likely be incorporated for the betterment of the community. 5.0 CLOSING CEC and GWS appreciate the opportunity to address these questions concerning the Proposed Infill Expansion at the North Meek C&D Landfill. Please do not hesitate to contact Donald at 704- 221-4947 or dcobb&cecinc.com if you have any questions or concerns. Sincerely, CIVIL & ENVIRONMENTAL CONSULTANTS, INC. Donald Cobb, P.G. Project Manager Attachment 0 . "'k1;' 4��41 W. Todd Whittle Principal Civil & Environmental Consultants, Inc. 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