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HomeMy WebLinkAbout1812_Duke Marshall_Phase 4 Piezometer Abandonment Request_FID1987330_20250311(' DUKE ENERGY-. March 11, 2025 North Carolina Department of Environmental Quality Division of Waste Management Solid Waste Section 2090 U.S. Highway 70 Swannanoa, NC 28778 Attn: Ms. Sarah Moutos (submitted electronically) Re: Request for Approval to Abandon Piezometers Industrial Landfill No.1 - Phase 4 Permit No.: 1812-INDUS-2008 Marshall Steam Station Terrell, North Carolina 28682 Dear Ms. Moutos: 525 South Tryon St. Charlotte, NC 28202 Mail Code DEP-36A Charlotte, NC 28201-1006 To progress site closure activities and future landfill construction, Duke Energy requests approval to abandon Industrial Landfill No.1 (1812-INDUS-2008; ILF) Phase 4 piezometers CLF-402, CLF23-405, and CLF23-408. The attached Site Vicinity Plan (Figure 1) has the piezometers requested for abandonment circled. The piezometers were installed to support the Geotechnical Investigation for ILF Phase 4. Piezometer CLF- 402 was installed in May 2021, CLF23-405 was installed in February 2022, and CLF23-408 was installed in February 2023, and collectively 44 months of groundwater elevation data have been collected from CLF-402, 36 months for CLF23-405, and 24 months for CLF23-408. Water level measurements were last collected on March 10, 2025, and demonstrated substantial separation between groundwater and compacted soil liner base grade (see Figure 2 attached). Figure 2 shows the groundwater elevation data through January 3, 2025. Abandonment of the piezometers will be supervised by qualified geotechnical field support that is under the direct supervision of and in contact with a Licensed Geologist. The piezometers will be abandoned by a North Carolina licensed well contractor in accordance with subchapter 02C of the North Carolina Administrative Code. Duke Energy will provide well abandonment logs to the Division upon completion of the field work. If you need additional information regarding this request do not hesitate to email or call me at Anne. Davin(ab_Duke-Energy.com or (919) 616-2333. Respectfully submitted, Anne Davin, E.I. Environmental Services Attachments: Figure 1 Monitoring Location Map (SynTerra, December 2024) Figure 2 Hydrographs (SynTerra, 2025) cc (via e-mail): Deana Yitbarek, NCDEQ Sherri Stanley, NCDEQ Eliabeth Werner, NCDEQ Dan Zakary, Duke Energy Jake Muessen, Duke Energy www.duke-energy.com Page 1 of 2 Scott La Sala, Duke Energy John Metcalf, Duke Energy Tyler Hardin, Duke Energy Ashley Healy, Duke Energy www.duke-energy.com Page 2 of 2 IL 840.38�, F '• I L ■1 s.- - � d �° �'� �4a "CND , i '4 ft ■ i i s: ■� ""� '?f CLF21-10to`rf-' 840.35 25 940 950 40 GWA-4S - 900 890 r. alb n r1 g . • 49 ) GS t r 3y 847.47 880 8 870 880 828.97 27.5 �. LEGEND CLF21-11 a +i! MW-6S p �, •' WELL ID �iti■ x 825.45 0a �r A S2s 76s.8o WATER LEVEL (NAVD 88, FEET) BACKGROUND MONITORING WELL g' MONITORING WELL s 'ai, F t CLF-UD 822.5 " 811.50 18?0 0 PIEZOMETER Yj[, CLF21-12 °y UNDERDRAIN PUMP a�� LF24 0 819.51 _ _ - -- INFERRED WATER LEVEL CONTOUR (2.5 INTERVAL) f 828.23 5 - - - - CLF21-13R ��s T - GROUNDWATER FLOW DIRECTION 5 - r_ 812.72 815 4 CLF21- / 1 R FUTURE PHASES i .'�� " i wpm 818.77 "o ASH BASIN WASTE BOUNDARY GEOGRAPHIC LIMITATION s CLF-401 so2.5 STRUCTURAL FILL BOUNDARY . no 800.69 LANDFILL BOUNDARY 0 797.5 800 80s e6 ... LANDFILL CELL 5 AND 6 BOUNDARY 795 LANDFILL COMPLIANCE BOUNDARY CLF24-504 810.96 1. $`'° LEACHATE BASIN 5 4 CLF23-406 DUKE ENERGY CAROLINAS PROPERTY LINE '+ = 793.51 CLF24-503 TOPOGRAPHIC CONTOUR (10' INTERVAL) 796.46 1 yoo > STREAM (MCKIM & CREED) ' . - �, '= CLF23-4o8 ' '' ' ' WETLAND (MCKIM & CREED) 783.13 # NOTES: �1 - -- 1. WATER LEVELS WERE COLLECTED ON 1/3/25. -c CLF24-502 CLF24-50 -- 1i 795.03 790.08 = {v 2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). - CLF22-306/R 3. THE STREAMS AND WETLANDS JURISDICTIONAL DETERMINATION WAS * 787.63 APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS ON OCTOBER 25, 2017 0 1 '♦a,_;+ ` 4� CLF23-405 �.' (SAW-2015-01412). WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM 781.37 AMEC FOSTER WHEELER ENVIRONMENTAL AND INFRASTRUCTURE, INC. NATURAL RESOURCES TECHNICAL REPORT (NRTR) DATED JUNE 2015. 4. THE TOPOGRAPHY IS SHOWN FOR REFERENCE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR ENGINEERING PURPOSES. TOPOGRAPHY PROVIDED BYTRANSASH. r �� �■ 5. PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS. 6. BOUNDARIES ARE APPROXIMATE. 7.AERIAL IMAGERY ISACOMBINATION OF DUKE ENERGY PROPELLER AERIAL PHOTOGRAPHY COLLECTED ON DECEMBER 12, 2024, AND MAXAR SATELLITE CLF22-307/R - IMAGERY OBTAINED FROM ESRI ONLINE, COLLECTED ON AUGUST 23, 2021. ,!. 779.88 _ 8. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE - - - T• ;. COORDINATE SYSTEM FIPS 3200 (NAD83). i GRAPHIC SCALE DUKE 200 0 200 400 FIGURE 2 l/ ENERGY® (IN FEET) AREA OF FOCUS WATER -LEVEL MAP CAROLINAS UPPER FLOW ZONE DRAWN BY:IKING DATE:05/12/2022 GROUNDWATER CONDITIONS QUARTERLY REPORT REVISED BY: L. FOREMAN DATE: 01/24/2025 CHECKED BY: T.COLTON DATE: 01/24/2025 OCTOBER 2024 THROUGH DECEMBER 2024 APPROVED BY:T.COLTON DATE: 01/24/2025 MARSHALL STEAM STATION f���� PROJECT MANAGER: T. COLTON . TERRELL, NORTH CAROLINA www.s nterracor .com G:\O ARCGIS PRO PROJECTS\DUKE ENERGY\MARSHAL1\2025\GW CONDITIONS OUARTERLY REPORT\GW CONDITIONS OUARTERLY REPORTAPRX CLF-401 CLF-402 6 814 6 819 815 O�p�000 0 O O �p 0p 0 808 0 p > 4 Q � 4 Z 811 0 O Z O O� c c 802 �- — o — p +� v 807 'p is c +�o a p ,F W O 2 tY W I 2 OC • aW>i aW>i 796 803 i O�I II 3 3did,799LtLj11A 0 790 tL�l0 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 Date Date CLF-401- Total water level change from transducer installation on 07/27/2021 to 12/31/2024 is -14.5 feet. CLF-402 - Total water level change from transducer installation on 07/27/2021 to 12/31/2024 is -20.3 feet. CLF-401 CLF-402 819 815 814 OO`pOp p 809 �4�0�000 O Q O O O > Z O p O Z 809 \ O v 803 p �p OHO �o c \ o OD �000 a) 804 ` 797 w DO ; O O J a) 799 — 3 791 794 785 6/1 /2021 12/1 /2021 6/1 /2022 12/1 /2022 6/1 /2023 12/1 /2023 6/1 /2024 12/1 /2024 6/1 /2021 12/1 /2021 6/1 /2022 12/1 /2022 6/1 /2023 12/1 /2023 6/1 /2024 12/1 /2024 Date Date LEGEND Notes: DRAWN BY: D.AVARD DATE:07/21/2021 FIGURE3F Cell 5 construction start (05/31/2021) NAVD 88 — North American Vertical 'DUKE .� ENERGY. REVISED BY: D. AVARD DATE:01/10/2025 DOWNGRADIENT OF THE PHASE 2 EXPANSION (CLF-401 AND CLF-402) Future phases 3 through 5 CCR excavation start (06/18/2021) Datum 1988 CAR�LINAS INDUSTRIAL LANDFILL NO 1. (1812-INDUS) Cell 5 Blanket Underdrain construction start (9/20/2021) Ft -Feet CHECKED BY: T. COLTON DATE:01/14/2025 GROUNDWATER CONDITIONS QUARTERLY REPORT `� Cell 5 Blanket Underdrain construction completion (10/22/2021) in -inches APPROVED BY: T. COLTON DATE:01/14/2025 SEPTEMBER 2024 THROUGH DECEMBER 2024 Shallow Groundwater Flow Zone ( Transducer Data) ♦ Manual Water Level Measurement PROJECT MANAGER:T.COLTON MARSHALL STEAM STATION — — -Transient Groundwater Model water level predicted trend Daily Total Rainfall (inches) synTerra TERRELL, NORTH CAROLINA www.synterracorp.com CLF22-405 CLF23-406 808 6 808 6 802 00 00 804 0 0 Q 4 Q 4 z 796 VP z 4.; c � c 800 —_ o — o — M 790 'm 2 M > a w ra 2 > a) w O Gl J N J 796 O O 784 L- I �. 4 778 0 792 U �u 0 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 Date Date CLF23-405 - Total water level change from transducer installation on 03/01/2023 to 12/31/2024 is -23.5 feet. CLF23-406 - Total water level change from transducer installation on 03/01/2023 to 12/31/2024 is -13.6 feet. CLF22-405 CLF23-406 815 818 00 co 807 o 00 p Q 810 a ° z z V 799 o Op LL o c O pJ > 802 — o Op 791 W W 0 � > > O1 0 O L 794 783 3 3 ° � 775 786 6/1 /2021 1 1 1 12/1 /2021 6/1 /2022 12/1 /2022 12//2023 6//2024 12//2024 1 6//2021 1 1 1/2023 12//2021 6//2022 12//20 1 1 /2023 12//2023 6//2024 112//2024 Date Date/1 LEGEND Notes: The modeled water levels are truncated �� DUKE DRAWN BY: D. AVARD DATE:07/21/2021 FIGURE 3H Cell 5 construction start 05/31/2021 ( ) NAVD 88 — North American Vertical based upon the expected shutdown of p p <. r ENERGY:: REVISED BY: D. AVARD DATE: Ol/10/2025 DOWNGRADIENT OF THE PHASE 2 EXPANSION Future phases 3 through 5 CCR excavation start (06/18/2021) Datum 1988 the Cell 5 underdrain pumping CAROLINAS (CLF23-405 AND CLF23-406) Cell 5 Blanket Underdrain construction start (9/20/2021) Ft - Feet operation. The slower basin excavation CHECKED BY: T. COLTON DATE:01/14/2025 INDUSTRIAL LANDFILL NO 1. (1812-INDUS) Cell 5 Blanket Underdrain construction completion (10/22/2021) in -inches rate has extended the period needed to APPROVED BY: T. COLTON DATE: 01/14/2025 GROUNDWATER CONDITIONS QUARTERLY REPORT — — - Shallow Groundwater Flow Zone (Transducer Data) Manual Water Level Measurement operate the underdrain and will delay 10 PROJECT MANAGER:T. COLTON SEPTEMBER 2024 THROUGH DECEMBER 2024 Transient Groundwater Model water level predicted trend the shutdown of the Cell 5 underdrain MARSHALL STEAM STATION Daily Total Rainfall (inches) synTerld TERRELL NORTH CAROLINA www.s nterracor com y p. CLF23-407 CLF23-408 6 806 6 812 O 8 O 00 808 00 800 O � � O Q 4 a Op 4 z z p +s Y p c 804 -- c 794 -- o — o — m > 4— r- M > u, 2 LU 0. 2 a1 � aJ ar 800 O a, 788 Gl � GJ M M 796 0 782 L 0 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 6/1/2021 12/1/2021 6/1/2022 12/1/2022 6/1/2023 12/1/2023 6/1/2024 12/1/2024 Date Date CLF23-407 - Total water level change from transducer installation on 03/01/2023 to 12/31/2024 is -10.4 feet. CLF23-408 - Total water level change from transducer installation on 03/21/2023 to 12/31/2024 is -22.1 feet. CLF23-407 CLF23-408 818 810 0 0 812 Q 803 a z z Bo v o 0 c �o 0 .2 806 > 796 — > ` O LU O OQ W O > ` a>i L 800 — �� O 789 O M 3 3 7944 782 6/1/2021 12/1 /2021 6/1 /2022 12/1/2022 12/1/2023 6/1 /2024 12/1/2024 6/1/2021 12/1 1 /2021 6//2022 12/1 /20 /2023 12/1/2023 6/1 /2024 12/1/2024 Date/2023 Date/1 LEGEND Notes: The modeled water levels are truncated �� DUKE DRAWN BY: D. AVARD DATE:07/21/2021 FIGURE 31 Cell 5 construction start 05/31/2021 ( ) NAVD 88 — North American Vertical based upon the expected shutdown of p p <. r ENERGY:: REVISED BY: D. AVARD DATE: Ol/10/2025 DOWNGRADIENT OF THE PHASE 2 EXPANSION Future phases 3 through 5 CCR excavation start (06/18/2021) Datum 1988 the Cell 5 underdrain pumping CAROLINAS (CLF23-407 AND CLF23-408) Cell 5 Blanket Underdrain construction start (9/20/2021) Ft - Feet operation. The slower basin excavation CHECKED BY: T. COLTON DATE:01/14/2025 INDUSTRIAL LANDFILL NO 1. (1812-INDUS) Cell 5 Blanket Underdrain construction completion (10/22/2021) in -inches rate has extended the period needed to APPROVED BY: T. COLTON DATE: 01/14/2025 GROUNDWATER CONDITIONS QUARTERLY REPORT — — - Shallow Groundwater Flow Zone (Transducer Data) Manual Water Level Measurement operate the underdrain and will delay 10 PROJECT MANAGER:T. COLTON SEPTEMBER 2024 THROUGH DECEMBER 2024 Transient Groundwater Model water level predicted trend the shutdown of the Cell 5 underdrain MARSHALL STEAM STATION Daily Total Rainfall (inches) synTerld TERRELL NORTH CAROLINA www.s nterracor com y p.