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HomeMy WebLinkAbout3619_DukeAllen_NSLF_GWInfo_FID1755961_20221216DUKE ENERGY December 16, 2022 North Carolina Department of Environmental Quality Division of Waste Management Solid Waste Section 2090 U.S. 70 Highway Swannanoa, NC 28778-8211 Attn: Ms. Sarah Moutos 526 S. Church Street EC13K Charlotte, NC 28202 Re: Groundwater Information to Demonstrate Vertical Separation REQUEST FOR APPROVAL— North Starter Landfill Reference No.: 3619-INDUS Allen Steam Station Gaston County, North Carolina Dear Ms. Moutos, In order to stay on track with the overall ash basin closure schedule, and in light of significant rainfall received at the Allen Steam Station (Allen) site throughout the month of November 2022 and thus far in December 2022, Duke Energy Carolinas, LLC (Duke Energy) has decided to revise the North Starter Landfill (NSLF) base grades. The proposed revisions are detailed in a companion submittal as a Permit to Construct (PTC) Modification Request submitted concurrently under separate cover to Mr. Jordan Russ of the North Carolina Department of Environmental Quality Division of Waste Management, Solid Waste Section (Section). The proposed revisions to the NSLF base grades are minor and primarily in the location of the leachate collection sump and southeastern corner of the NSLF. No change in horizontal limits of the NSLF are proposed. The groundwater information provided herein is intended to supplement the PTC Modification Request to relocate the NSLF sump. Table 1 of this submittal includes a summary of water level measurements for the NSLF footprint and surrounding vicinity from October 29, 2021 through December 9, 2022. The last page of Table 1 denotes the "target elevation" for groundwater surface (5-feet below top of CSL elevation; 4-feet below the bottom of the liner system), as well as, the variance between target elevation and most recent groundwater elevation at piezometers located within the footprint of the NSLF. Note that only the target elevations for NSLF-PZ-04 and NSLF-PZ-05 were affected by the proposed revisions to the NSLF base grades. The target elevations included in Table 1 and Figure 1 of this submittal represent those applicable to the revised NSLF base grades per the companion submittal mentioned above. Figure 1 includes hydrographs depicting precipitation and groundwater elevation trends at select shallow wells and piezometers in and around the NSLF. As indicated by Table 1 and Figure 1, the piezometers located within the NSLF footprint (NSLF-PZ-01, NSLF-PZ- 02, NSLF-PZ-04, and NSLF-PZ-05) have achieved their respective target groundwater elevations. • NSLF-PZ-01 achieved and has continued to meet its target elevation since prior to water level measurements collected as part of this scope, so prior to October 29, 2021. Page 1 of 2 Groundwater Information to Demonstrate Vertical Separation Allen Steam Station — NSLF 3619-INDUS December 16, 2022 • NSLF-PZ-02 achieved and has continued to meet its target elevation since the April 1, 2022 water level measurement. NSLF-PZ-04 achieved and has continued to meet its target elevation (per revised NSLF sump location) since the July 8, 2022 water level measurement. • NSLF-PZ-05 achieved and has continued to meet its target elevation (per revised NSLF sump location) since the September 28, 2022 water level measurement. Upon the Section's review of the enclosed information, Duke Energy respectfully requests approval to continue construction, including components of the liner system for the Allen NSLF and abandon NSLF-PZ-04 and NSLF-PZ-05 once CSL placement progression warrants such. If you have any questions or comments regarding this submittal, please contact me at Courtney.Murphy@duke- energy.com or (704) 382-7171. Respectfully submitted, Courtney W. Murphy, P.G. Environmental Services Enclosures (2): Table 1— Groundwater Elevations —Allen Steam Station — NSLF Figure 1— Allen Steam Station — NSLF Select Well/Piezometer Hydrographs Cc: Jordan Russ — NCDEQ Claire Osborn — NCDEQ Ed Sullivan — Duke Energy Tyler Hardin — Duke Energy Kim Witt — Duke Energy Kyle Baucom — Duke Energy Henry Duperier — Duke Energy Jay Mokotoff—AECOM Chris Suttell - SynTerra Page 2 of 2 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 10/29/2021 11/5/2021 11/11/2021 11/18/2021 Depth to Water (Ft BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth (Ft-BTOC) Water Groundwater Elevation (Ft-NAVD 88) Water Depth (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 9.95 621.16 10.30 620.81 10.61 620.50 10.73 620.38 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 5.40 621.36 6.35 620.41 6.95 619.81 7.22 619.54 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 20.89 619.58 21.17 619.30 21.43 619.04 21.70 618.77 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 6.55 618.02 7.08 617.49 7.81 616.76 8.05 616.52 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 49.32 626.54 49.80 626.06 49.97 625.89 49.93 625.93 AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 21.83 616.91 22.04 616.70 BTP BTP 22.05 616.69 AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 NM NM 22.65 615.68 23.40 614.93 24.10 614.23 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 NM NM 21.18 611.70 21.31 611.57 21.42 611.46 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 NM NM 22.20 610.73 22.27 610.66 22.43 610.50 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 NM NM 46.24 618.31 46.38 618.17 46.60 617.95 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 NM NM 45.94 618.53 46.05 618.42 46.15 618.32 AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 45.32 618.15 45.59 617.88 45.80 617.67 45.98 617.49 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 NM NM 19.58 617.88 19.74 617.72 19.92 617.54 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 19.60 617.87 19.89 617.58 20.00 617.47 20.20 617.27 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 NM NM 32.28 628.89 32.37 628.80 32.55 628.62 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 32.55 627.82 32.90 627.47 BTP BTP 33.23 627.14 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 NM NM 9.22 624.05 9.35 623.92 9.40 623.87 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 8.21 624.50 8.52 624.19 8.63 624.08 8.69 624.02 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 1 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 12/02/2021 12/08/2021 12/16/2021 Depth Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth (Ft-BTOC) to Water Groundwater Elevation (Ft-NAVD 88) Depth (Ft-BTOC) to Water Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 11.18 619.93 11.30 619.81 11.05 620.06 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 7.88 618.88 7.30 619.46 7.49 619.27 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 22.26 618.21 22.47 618.00 22.75 617.72 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 8.81 615.76 8.97 615.60 9.23 615.34 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 50.15 625.71 50.55 625.31 50.38 625.48 AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 NM NM 22.05 616.69 22.05 616.69 AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 24.63 613.70 24.66 613.67 25.07 613.26 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 21.68 611.20 21.90 610.98 21.91 610.97 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 22.64 610.29 22.88 610.05 22.88 610.05 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 46.98 617.57 46.92 617.63 47.21 617.34 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 46.52 617.95 46.44 618.03 46.61 617.86 AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 46.33 617.14 46.41 617.06 46.65 616.82 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 20.36 617.10 20.50 616.96 20.65 616.81 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 20.62 616.85 20.75 616.72 20.92 616.55 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 32.94 628.23 33.00 628.17 33.14 628.03 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 1 54.98 1 33.67 626.70 33.80 626.57 34.33 626.04 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 NM NM 9.55 623.72 9.61 623.66 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 NM NM 8.85 623.86 8.90 623.81 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 2 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 12/28/2021 01/07/2022 01/14/2022 01/27/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 10.83 620.28 10.23 620.88 10.55 620.56 9.97 621.14 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 7.34 619.42 6.35 620.41 7.19 619.57 6.51 620.25 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 23.03 617.44 22.94 617.53 23.19 617.28 23.12 617.35 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 9.39 615.18 9.78 614.79 9.62 614.95 9.83 614.74 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 50.62 625.24 50.90 624.96 50.76 625.10 51.14 624.72 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 21.96 616.78 22.06 616.68 22.18 616.56 Dry Dry AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 25.35 612.98 25.07 613.26 25.60 612.73 25.45 612.88 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 20.98 611.90 22.12 610.76 23.45 609.43 23.45 609.43 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 22.86 610.07 23.25 609.68 23.31 609.62 22.52 610.41 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 47.42 617.13 47.46 617.09 47.45 617.10 47.49 617.06 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP 46.80 617.67 46.86 617.61 46.83 617.64 AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 46.79 616.68 46.72 616.75 46.80 616.67 46.85 616.62 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 20.96 616.50 21.10 616.36 21.10 616.36 21.26 616.20 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 21.24 616.23 21.46 616.01 21.45 616.02 21.70 615.77 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 33.13 628.04 33.29 627.88 33.20 627.97 33.23 627.94 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 33.94 626.43 34.00 626.37 33.85 626.52 33.68 626.69 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 9.57 623.70 9.42 623.85 9.55 623.72 9.40 623.87 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 8.70 624.01 8.68 624.03 8.76 623.95 8.69 624.02 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 3 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 02/02/2022 02/10/2022 02/18/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 10.40 620.71 10.05 621.06 10.80 620.31 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 7.69 619.07 6.60 620.16 7.50 619.26 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 23.25 617.22 23.33 617.14 23.45 617.02 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 10.04 614.53 10.10 614.47 10.50 614.07 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 51.08 624.78 51.05 624.81 51.14 624.72 AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 22.08 616.66 22.08 616.66 22.10 616.64 AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 25.78 612.55 25.82 612.51 25.91 612.42 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 23.47 609.41 22.54 610.34 22.62 610.26 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 22.50 610.43 23.51 609.42 23.51 609.42 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 47.55 617.00 47.54 617.01 47.55 617.00 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 1 46.82 617.65 46.82 617.65 BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 46.90 616.57 46.90 616.57 46.90 616.57 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 21.32 616.14 21.38 616.08 21.52 615.94 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 21.73 615.74 21.83 615.64 22.00 615.47 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 33.21 627.96 33.20 627.97 33.23 627.94 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 33.65 626.72 33.56 626.81 33.72 626.65 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 9.54 623.73 9.33 623.94 9.40 623.87 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 8.80 623.91 8.62 624.09 8.62 624.09 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 4 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 02/25/2022 03/04/2022 03/11/2022 03/18/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 10.90 620.21 11.15 619.96 10.92 620.19 10.70 620.41 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 7.48 619.28 8.54 618.22 7.09 619.67 6.56 620.20 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 23.55 616.92 23.62 616.85 23.55 616.92 23.22 617.25 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 10.68 613.89 11.13 613.44 10.40 614.17 10.30 614.27 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 51.35 624.51 51.72 624.14 51.44 624.42 51.58 624.28 AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 22.11 616.63 22.14 616.60 21.45 617.29 20.55 618.19 AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 26.08 612.25 26.39 611.94 24.75 613.58 24.10 614.23 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 NM NM 22.84 610.04 22.75 610.13 NM NM AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 NM NM 23.77 609.16 23.70 609.23 NM NM AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 47.65 616.90 47.80 616.75 47.48 617.07 47.15 617.40 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP 46.80 617.67 46.69 617.78 AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 47.00 616.47 47.20 616.27 46.85 616.62 46.57 616.90 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 21.59 615.87 21.74 615.72 21.67 615.79 21.46 616.00 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 22.05 615.42 22.20 615.27 22.10 615.37 22.11 615.36 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 33.33 627.84 33.50 627.67 33.29 627.88 33.13 628.04 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 33.89 626.48 33.95 626.42 33.90 626.47 33.65 626.72 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 9.30 623.97 9.45 623.82 9.00 624.27 9.00 624.27 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 1 32.00 8.63 624.08 8.70 624.01 8.22 624.49 8.20 624.51 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 5 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 04/01/2022 04/15/2022 04/29/2022 06/03/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 11.65 619.46 12.22 618.89 12.90 618.21 13.89 617.22 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 8.65 618.11 10.23 616.53 10.62 616.14 12.15 614.61 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 23.62 616.85 23.78 616.69 24.08 616.39 25.50 614.97 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 11.30 613.27 4.05 612.49 4.40 612.14 7.40 609.14 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 1 51.84 624.02 52.03 623.83 52.81 623.05 52.46 623.40 AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 21.30 617.44 21.05 617.69 21.50 617.24 22.15 616.59 AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 24.58 613.75 24.66 613.67 24.83 613.50 26.50 611.83 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 NM NM 22.54 610.34 22.33 610.55 22.83 610.05 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 NM NM 23.57 609.36 23.54 609.39 23.85 609.08 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 47.12 617.43 47.08 617.47 47.12 617.43 48.42 616.13 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 46.58 617.89 46.35 618.12 46.33 618.14 BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 46.50 616.97 46.45 617.02 46.45 617.02 47.69 615.78 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 21.55 615.91 21.60 615.86 21.76 615.70 22.43 615.03 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 22.16 615.31 22.16 615.31 22.24 615.23 22.64 614.83 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 33.15 628.02 33.23 627.94 33.26 627.91 33.80 627.37 CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 33.65 626.72 33.87 626.50 34.00 626.37 34.90 625.47 GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 9.10 624.17 9.24 624.03 9.30 623.97 9.74 623.53 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 8.20 624.51 8.45 624.26 8.48 624.23 8.98 623.73 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 6 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 06/13/2022 06/20/2022 06/24/2022 07/01/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 14.04 617.07 13.98 617.13 14.12 616.99 14.15 616.96 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 12.74 614.02 12.96 613.80 13.05 613.71 12.70 614.06 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 25.94 614.53 26.15 614.32 26.24 614.23 24.67 615.80 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 7.54 609.00 7.75 608.79 7.80 608.74 7.66 608.88 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 52.78 623.08 52.84 623.02 52.82 623.04 52.88 622.98 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 BTP BTP 22.15 616.59 Dry Dry Dry Dry A13-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 27.08 611.25 27.61 610.72 27.78 610.55 27.85 610.48 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 1 23.05 609.83 22.92 609.96 22.90 609.98 23.25 609.63 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 24.05 608.88 24.11 608.82 24.16 608.77 24.85 608.08 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 48.83 615.72 49.02 615.53 49.11 615.44 49.28 615.27 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP BTP BTP BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 48.07 615.40 48.33 615.14 48.36 615.11 48.55 614.92 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 22.65 614.81 22.76 614.70 22.82 614.64 22.90 614.56 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 22.84 614.63 22.86 614.61 22.92 614.55 23.00 614.47 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 34.12 627.05 34.20 626.97 34.38 626.79 34.50 626.67 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP BTP BTP BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 9.95 623.32 9.98 623.29 10.08 623.19 10.10 623.17 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 9.22 623.49 9.25 623.46 9.38 623.33 9.40 623.31 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 7 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 07/08/2022 07/15/2022 07/19/2022 07/22/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 14.26 616.85 14.37 616.74 14.38 616.73 14.44 616.67 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 12.18 614.58 12.01 614.75 12.34 614.42 12.36 614.40 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 26.65 613.82 26.82 613.65 26.94 613.53 27.08 613.39 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 7.89 608.65 7.88 608.66 7.95 608.59 7.99 608.55 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 53.05 622.81 53.22 622.64 NM NM 53.27 622.59 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 Dry Dry Dry Dry NM NM Dry Dry AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 28.30 610.03 28.23 610.10 NM NM 28.42 609.91 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 1 23.41 609.47 22.94 609.94 NM NM 23.53 609.35 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 25.09 607.84 23.98 608.95 NM NM 24.60 608.33 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 49.42 615.13 49.59 614.96 NM NM 49.83 614.72 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP NM NM BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 48.80 614.67 48.85 614.62 NM NM 49.08 614.39 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 23.04 614.42 23.20 614.26 NM NM 23.42 614.04 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 23.15 614.32 23.24 614.23 NM NM 23.43 614.04 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 34.73 626.44 34.82 626.35 NM NM 34.88 626.29 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP NM NM BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.22 623.05 10.30 622.97 NM NM 10.40 622.87 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 9.56 623.15 9.64 623.07 NM NM 9.76 622.95 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 8 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 07/26/2022 07/29/2022 08/02/2022 08/05/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 14.51 616.60 14.65 616.46 14.50 616.61 14.63 616.48 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 12.65 614.11 12.76 614.00 12.43 614.33 No Access --- NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 27.08 613.39 27.19 613.28 27.25 613.22 27.33 613.14 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 8.09 608.45 8.20 608.34 8.11 608.43 8.21 608.33 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A N/A N/A N/A N/A AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 53.35 622.51 53.45 622.41 53.45 622.41 53.54 622.32 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 Dry Dry Dry Dry Dry Dry Dry Dry A13-21D South of NSLF just outside RAB Deep 638.33 65.00 70.00 28.52 609.81 28.80 609.53 28.74 609.59 28.76 609.57 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 23.51 609.37 23.52 609.36 23.68 609.20 23.70 609.18 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 24.60 608.33 24.61 608.32 24.74 608.19 24.75 608.18 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 49.90 614.65 49.98 614.57 49.96 614.59 49.97 614.58 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP BTP BTP BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 49.18 614.29 49.25 614.22 49.26 614.21 49.28 614.19 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 23.41 614.05 23.53 613.93 23.52 613.94 23.55 613.91 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 23.40 614.07 23.53 613.94 23.54 613.93 23.54 613.93 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 35.08 626.09 35.23 625.94 35.20 625.97 35.31 625.86 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP BTP BTP BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.42 622.85 10.43 622.84 10.36 622.91 10.33 622.94 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 9.80 622.91 9.56 623.15 9.74 622.97 9.59 623.12 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 9 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 08/09/2022 08/17/2022 09/01/2022 09/08/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 14.63 616.48 14.82 616.29 15.07 616.04 15.13 615.98 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 12.48 614.28 12.98 613.78 13.09 613.67 13.10 613.66 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 27.38 613.09 27.54 612.93 27.86 612.61 27.99 612.48 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 8.10 608.44 8.49 608.05 8.75 607.79 8.97 607.57 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 N/A N/A N/A N/A 7.50 606.63 7.91 606.22 AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 53.53 622.33 53.68 622.18 53.97 621.89 53.99 621.87 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 22.20 616.54 22.20 616.54 Dry Dry Dry Dry A13-21D South of NSLF just outside RAB Deep 638.33 65.00 70.00 29.33 609.00 29.38 608.95 30.35 607.98 30.40 607.93 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 1 23.40 609.48 23.46 609.42 24.25 608.63 24.20 608.68 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 24.84 608.09 24.90 608.03 25.29 607.64 23.90 609.03 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 51.10 613.45 51.17 613.38 50.71 613.84 50.82 613.73 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP BTP BTP BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 49.40 614.07 49.61 613.86 49.90 613.57 50.05 613.42 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 23.64 613.82 23.77 613.69 24.05 613.41 24.17 613.29 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 23.62 613.85 23.76 613.71 24.00 613.47 24.10 613.37 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 35.34 625.83 35.50 625.67 35.88 625.29 35.98 625.19 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP BTP BTP BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.48 622.79 10.53 622.74 10.70 622.57 10.75 622.52 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 9.83 622.88 9.92 622.79 10.11 622.60 10.15 622.56 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 10 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 09/16/2022 09/20/2022 09/28/2022 10/07/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 14.98 616.13 15.18 615.93 15.37 615.74 15.23 615.88 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 12.83 613.93 13.21 613.55 13.31 613.45 12.91 613.85 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 28.14 612.33 28.20 612.27 28.35 612.12 28.46 612.01 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 8.98 607.56 9.09 607.45 9.49 607.05 9.43 607.11 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 7.91 606.22 8.04 606.09 8.95 605.18 8.70 605.43 AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 54.02 621.84 54.18 621.68 54.43 621.43 54.51 621.35 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 Dry Dry Dry Dry Dry Dry Dry Dry A13-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 30.46 607.87 29.90 608.43 31.23 607.10 31.13 607.20 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 24.40 608.48 24.20 608.68 24.42 608.46 24.66 608.22 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 25.16 607.77 25.34 607.59 25.54 607.39 25.61 607.32 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 50.82 613.73 50.92 613.63 51.25 613.30 51.24 613.31 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP BTP BTP BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 50.04 613.43 50.11 613.36 50.45 613.02 50.42 613.05 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 24.30 613.16 24.37 613.09 24.50 612.96 24.60 612.86 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 24.18 613.29 24.27 613.20 24.42 613.05 24.48 612.99 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 36.05 625.12 36.15 625.02 36.36 624.81 36.37 624.80 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP BTP BTP BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.62 622.65 10.80 622.47 10.93 622.34 10.74 622.53 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 10.00 622.71 10.18 622.53 10.31 622.40 10.13 622.58 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 11 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 10/14/2022 10/20/2022 10/27/2022 11/4/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 15.46 615.65 15.55 615.56 15.66 615.45 15.72 615.39 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 13.08 613.68 13.25 613.51 13.40 613.36 13.43 613.33 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 28.57 611.90 28.70 611.77 28.78 611.69 28.92 611.55 NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 9.49 607.05 9.65 606.89 9.78 606.76 10.14 606.40 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 8.82 605.31 9.10 605.03 9.26 604.87 9.91 604.22 AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 54.62 621.24 54.70 621.16 54.85 621.01 54.95 620.91 A13-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 Dry Dry Dry Dry Dry Dry Dry Dry AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 31.58 606.75 32.76 605.57 33.11 605.22 33.60 604.73 AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 24.80 608.08 24.85 608.03 24.92 607.96 25.02 607.86 AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 25.72 607.21 25.80 607.13 25.88 607.05 25.97 606.96 AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 51.45 613.10 51.75 612.80 51.98 612.57 52.15 612.40 AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP BTP BTP BTP BTP AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 50.60 612.87 50.89 612.58 51.03 612.44 51.23 612.24 AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 24.67 612.79 24.74 612.72 24.87 612.59 25.00 612.46 AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 24.59 612.88 24.64 612.83 24.76 612.71 24.86 612.61 CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 36.48 624.69 36.68 624.49 36.71 624.46 36.86 624.31 CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP BTP BTP BTP BTP GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.81 622.46 10.94 622.33 10.95 622.32 11.00 622.27 GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 10.23 622.48 10.33 622.38 10.37 622.34 10.40 622.31 Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 12 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) 11/10/2022 12/1/2022 12/9/2022 Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) Depth to Water (Ft-BTOC) Groundwater Elevation (Ft-NAVD 88) NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 15.50 615.61 15.12 615.99 NM NM NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 13.07 613.69 12.41 614.35 NM NM NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 29.02 611.45 29.20 611.27 NM NM NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 10.17 606.37 9.75 606.79 9.55 606.99 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 No Access No Access 9.16 604.97 9.14 604.99 AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 54.86 621.00 55.36 620.50 NM NM AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 Dry Dry Dry Dry NM NM AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 33.48 604.85 32.23 606.10 NM NM AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 24.94 607.94 24.72 608.16 NM NM AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 26.00 606.93 25.79 607.14 NM NM AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 52.10 612.45 52.14 612.41 NM NM AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 BTP BTP BTP BTP NM NM AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 51.17 612.30 51.21 612.26 NM NM AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 25.00 612.46 25.23 612.23 NM NM AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 24.84 612.63 25.11 612.36 NM NM CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 36.82 624.35 37.69 623.48 NM NM CCR-BG-1S West of NSLF outside RAB Shallow 660.37 39.98 54.98 BTP BTP BTP BTP NM NM GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 10.81 622.46 10.20 623.07 NM NM GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 10.16 622.55 9.54 623.17 NM NM Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 13 of 14 TABLE 1 - GROUNDWATER ELEVATIONS ALLEN STEAM STATION - NSLF Well ID Location Description Relative to NSLF Monitoring Flow Zone Top of Well Casing (ft-NAVD 88)* Screened Interval (Ft-BGS) Future Top of CSL Elevation (Ft-NAVD 88) Target Elevation^ Variance (Target Elevation vs Most Recent Elevation) Ft NSLF-PZ-01 Within NSLF Footprint - North End Shallow 631.11 3.00 13.00 628.20 623.20 NSLF-PZ-02 Within NSLF Footprint - Central Shallow 626.76 3.00 13.00 623.70 618.70 NSLF-PZ-03 East of central NSLF in RAB Shallow 640.47 13.00 38.00 N/A N/A N/A NSLF-PZ-04 Within NSLF footprint -135' Northeast of sump Shallow 624.57 10.00 20.00 613.70 608.70 NSLF-PZ-05 Within Revised NSLF Sump Area Shallow 614.13 5.00 20.00 610.50 605.50 AB-1R Northwest of NSLF outside RAB Shallow 675.86 51.00 71.00 N/A N/A N/A AB-2 South of NSLF just outside RAB Shallow 638.74 4.00 19.00 N/A N/A N/A AB-2D South of NSLF just outside RAB Deep 638.33 65.00 70.00 N/A N/A N/A AB-34S East of central NSLF in RAB Shallow 632.88 20.00 35.00 N/A N/A N/A AB-34D East of central NSLF in RAB Deep 632.93 138.00 143.00 N/A N/A N/A AB-35D East of NSLF in DORS Deep 664.55 116.00 121.00 N/A N/A N/A AB-35S East of NSLF in DORS Ash Pore Water 664.47 35.00 50.00 N/A N/A N/A AB-35PWS East of NSLF in DORS Shallow 663.47 89.00 99.00 N/A N/A N/A AB-39D East of NSLF in DORS Deep 637.46 83.00 88.00 N/A N/A N/A AB-39S East of NSLF in DORS Ash Pore Water 637.47 30.00 45.00 N/A N/A N/A CCR-BG-IDA West of NSLF outside RAB Deep 661.17 122.38 127.38 N/A N/A N/A CCR-BG-IS West of NSLF outside RAB Shallow 660.37 39.98 54.98 N/A N/A N/A GWA-15D Southwest of NSLF outside RAB Deep 633.27 84.50 89.50 N/A N/A N/A GWA-15S Southwest of NSLF outside RAB Shallow 632.71 17.00 32.00 N/A N/A N/A Notes: Summary table originally developed by SynTerra and modified by Duke Energy for this submittal. negative variance between top of CSL elevation and most recent water level elevation; denotes water level meets vertical separation criteria = positive variance between top of CSL elevation and most recent water level elevation; denotes water level still needs to decrease by respective value to meet vertical separation criteria *Top of PVC well casing for NSLF-PZ-04 was cut down to 616.54 in mid -April 2022 ^ - target elevation for a minimum of 5 feet of vertical separation from future top of CSL based on revised NSLF sump location (see AECOM PTC Modification Request dated 12/14/2022) NSLF-PZ-01 through NSLF-PZ-04 installed October 2021. NSLF-PZ-05 installed August 2022. Other well locations shown were previously installed under CAMA and/or CCR programs. BTP - well is fitted with a dedicated bladder pump and water level occurs below top of the pump, preventing a water level measurement without disturbing the water column. BGS - below ground surface BTOC - below top of casing CSL - compacted soil liner DORS - distribution of residual solids Dry - well was dry at time of water level sweep. Ft - feet N/A - not applicable NA - not available NAVD 88 - North American Vertical Datum of 1988. NM - not measured RAB - retired ash basin Page 14 of 14 FIGURE 1: ALLEN STEAM STATION - NSLF SELECT WELL/PIEZOMETER HYDROGRAPHS NSLF-PZ-01 626 2.5 624 2 622 1.5 2 0 NSLF-PZ-01 620 m d — Model Prediction 1 a Target Elevation(623.2) 61R —Rainfall (in) 0.5 616 614 dtlk il 0 10/29/2021 12/18/2021 2/6/2022 3/28/2022 5/17/2022 7/6/2022 8/25/2022 10/14/2022 12/3/2022 Date NSLF-PZ-02 626 2.5 624 — — 2 622 620 — 1.5 C C _ NSLF-PZ-02 m 618 — _ .a f Model Prediction W 616 1 a ♦Target Elevation (618-7) —Rainfall (in) 614 O.5 612 A1610 L 11 dL 1" 1 0 10/29/2021 12/18/2021 216/Z022 3/28/2022 5/17/2022 7/6/2022 8/25/2022 10/14/ZOZZ 12/3/2022 Date NSLF-PZ-03 (outside NSLF footprint) 622 I 2.5 620 2 619 1.5 616 O p .� Model Prediction LL' 614 — 1 .0 t NSLF-PZ-03 d — Rainfall (in) 612 I 0.5 610 608 (] 12/18/2C21 2/6/2022 3/28/2C22 5/17/2022 7/6/2C22 8/25/2022 10/14/2022 12/3/2022 10/29/2021 Date NSLF-PZ-04 620 23 618 616 2 614 — — 1-5 i 0 612 c a t NSLF-PZ-04 610 — n f Model Prediction 1 a Target Elevation(608.7) 608 — —Rainfall (in) 606 0.5 604 1ILLLAL 602 O 10/29/2021 12/18/2021 2/6/2022 3/28/2022 5/17/2022 7/6/2022 8/25/2022 10/14/2022 12/3/2022 Date NSLF-PZ-05 610 2,5 NSLF-PZ-05 bog 2 installed after modeling 606 C 1.5 w 604 1 t N5 LF- PZ-05 —Target Elevation (605.5) 602 0.5 —Rainfall (in) 600 L A0 10/29/2021 12/18/2021 2/6/2022 3/28/2022 S/17/2022 7/6/2022 8/2S/2022 10/14/2022 12/3/2022 D ate Hydrographs generated by SynTerra, then modified by Duke Energy. Target elevations are 4-ft below CSL subgrade (5-ft below top of CSL), and based on NSLF revised sump location (AECOM PTC Modification Request dated 12/14/2022). Page 1 of 2 FIGURE 1: ALLEN STEAM STATION - NSLF SELECT WELL/PIEZOMETER HYDROGRAPHS AB-1R 630 2.5 628 2 626 15 o _ 624 t Model Prediction 1 - CAB-1R a 622 —Rainfall (in) O.5 620 618 R1,110 3/1/2021 6/9/2021 9/17/2021 12/26/2021 4/5/2022 7/14/2022 10/22/2022 Date AB-2D 630 2.5 625 2 620 1.5 F C � O p a 615 --*---Model Prediction n w 1 - tAB-2D 610 ��� a —Rainfall (in) 605 0.5 — 600 0 3/1/2021 6/9/2021 9/17/2021 12/26/2021 4/5/2022 7/14/2022 10/22/2022 Date GWA-15S 632 2.5 630 — — 2 628 Lb _ 0 0 y 626 - i Model Prediction w I n 1 .a tGWA-155 d 624 —Rainfall {in} 0.5 622 620 Ld W 0 3/1/2021 6/9/2021 9/17/2021 12/26/2021 4/5/2022 7/14/2022 10/22/2022 Date AB-35PWS 625 2.5 620 2 615 1.5 o_ p —*--Model Prediction v 'a w 610 1 �' +A6-35PWS — Rainfall (in) I 605 0.5 600 0 3/1/2021 6/9/2021 9/17/2021 12/26/2021 4/5/2022 7/14/2022 10/22/2022 Date Hydrographs generated by SynTerra, then modified by Duke Energy. Target elevations are 4-ft below CSL subgrade (5-ft below top of CSL), and based on NSLF revised sump location (AECOM PTC Modification Request dated 12/14/2022). Page 2 of 2