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HomeMy WebLinkAbout1910_Brickhaven_WellInstallationPiezometerAbandonment_DIN27834_20170525  hdrinc.com    440 S Church Street, Suites 900 & 1000, Charlotte, NC  28202‐2075 (704) 338‐6700    May 25, 2017 Ms. Elizabeth S. Werner, P.G. Via email elizabeth.werner@ncdenr.gov Permitting Hydrogeologist North Carolina Department of Environmental Quality Division of Waste Management – Solid Waste Section 217 W Jones Street Raleigh, NC 27603 Subject: Brickhaven No. 2 Mine Tract “A” Site (NCDEQ Landfill Permit 1910-STRUCT-2015) – Monitoring Well Installation and Piezometer Abandonment Dear Ms. Werner, HDR Engineering, Inc. of the Carolinas (HDR), on behalf of Charah, LLC (Charah), was tasked with the installation of one (1) replacement groundwater monitoring well and abandonment of five (5) piezometers at the Charah Brickhaven No. 2 Mine Tract Site “A” (Site) in Moncure, Chatham County, North Carolina. This work was performed following the completion of initial permitting and operational activities. HDR is hereby submitting this summary of events to resolve the matter concerning groundwater monitoring well installation and piezometer abandonment at the Site. Monitoring Well Installation  On April 20, 2017, HDR provided oversight for the installation and development of a replacement monitoring well at the Site. Michael Wilson (NC LIC#3351A) with South Atlantic Environmental Drilling and Construction Company, Inc. (SAEDACCO) of Fort Mill, South Carolina installed MW-7R to a total depth of 36 feet below ground surface (ft.-bgs) with a screened interval of 26 to 36 ft.-bgs (Attachment 1). The well was completed to NCDEQ monitoring well standards including a 2’x2’ protective well pad and stainless steel stick up casing and proper well ID. MW-7R was a replacement for monitoring well MW-7 which had intermittently insufficient water column for sampling likely due to the installation of a retaining wall in close proximity to the well location. The monitoring well was re-located approximately 125 feet to the southeast of its initial location. Attachment 2 depicts the North Carolina Department of Environmental Quality (NCDEQ) Well Construction Form for MW-7R installation activities. Attachment 3 includes the new survey location as well as Top of Casing (TOC) and ground surface elevations. MW-7 will temporarily remain onsite for groundwater gauging only until construction activities are complete and safe access to the existing location is merited. Monitoring Well Abandonment  On April 18 through April 20, 2017, Michael Wilson with SAEDACCO abandoned five (5) piezometers including PZM-3, PZM-4, PZM-6, PZM-8, and PZM-19. Previously discussed closure requirements (i.e. over-drilling) with the NCDEQ, Division of Waste Management (DWW) – Solid Waste Section were utilized. That abandonment work is detailed in the Attachment 4 table. Additionally, Attachment 5 depicts the NCDEQ Abandonment Record for those aforementioned piezometers. Attachment 6 also includes a photographic log for all installation and abandonment related activities at the Site. HDR appreciates this opportunity and if there are any questions regarding this summary, please do not hesitate to contact us. Sincerely, HDR Engineering, Inc. of the Carolinas Sean Quarry Coleman S. Marchin Environmental Scientist Environmental Geologist Attachments: Attachment 1 – MW-7R Boring Log Attachment 2 – NCDEQ Well Construction Form Attachment 3 – MW-7R Survey Attachment 4 - Abandonment Table Attachment 5 – NCDEQ Abandonment Record Attachment 6 – Photographic Log cc: Jeremey Kerly, Charah, LLC Kyle Hoover, Charah LLC Norman Divers, Charah, LLC Michael Plummer, HDR, Inc. 12'-18': Drilling rate slows 18': Auger chatter, drilling rate nearly zero 19'-26': Slow drilling SANDY CLAY Tan brown/light brown, cohesive, plastic, very fine to coarse grained,dry (RESIDUUM) SILTY CLAY WITH GRAVEL Purplish/brown,non-cohesive, non-plastic, dry (RESIDUUM) NOTES GROUND ELEVATION LOGGED BY C. Marchin CHECKED BY S. Quarry DATE STARTED 4/19/17 COMPLETED 4/20/17 EASTING 1992702.9750NORTHING 672221.9563 GROUND WATER LEVELS:DRILLING METHOD Hollow Stem Auger DRILLING CONTRACTOR SAEDACCO, Inc. HOLE SIZE(S)8" inches DATE/TIME 4/20/17 34.5' DATE/TIME 4/21/17 28.3' SA M P L E T Y P E / NO . / C O R E R U N RO C K RE C O V E R Y % DE P T H (f t ) 0 5 10 15 20 25 SO I L RE C O V E R Y ( i n ) RO C K R Q D % BL O W CO U N T S (N V A L U E ) REMARKSDESCRIPTION MO N I T O R I N G WE L L PAGE 1 OF 2 BORING NUMBER MW-7R CLIENT Charah, LLC PROJECT NUMBER 10021146 PROJECT NAME Brickhaven Mine Tract No. 2 PROJECT LOCATION Moncure, NC NO R T H C A R O L I N A B O R I N G L O G - G I N T S T D U S L A B . G D T - 5 / 2 / 1 7 1 3 : 1 2 - C : \ U S E R S \ P U B L I C \ D O C U M E N T S \ B E N T L E Y \ G I N T \ P R O J E C T S \ B R I C K H A V E N N O 2 . G P J 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 Phone: 704-338-6700 hdrinc.com/follow-us WA T E R L E V E L 25'-30': Auger chatter throughout run, slow advancement 34'-36': Softer drilling, PWR fragments in cutting, return to hard drilling at 36' Monitoring well set at 36' below groundsurface, screened from 26'-36' SILTY CLAY WITH GRAVEL Purplish/brown, non-cohesive, non-plastic, dry (RESIDUUM)(continued) PARTIALLY WEATHERED ROCK -SILTSTONE Orange/brown, gravely to coarse grained, damp, non-cohesive Bottom of borehole at 36.0 feet. SA M P L E T Y P E / NO . / C O R E R U N RO C K RE C O V E R Y % DE P T H (f t ) 25 30 35 SO I L RE C O V E R Y ( i n ) RO C K R Q D % BL O W CO U N T S (N V A L U E ) REMARKSDESCRIPTION MO N I T O R I N G WE L L PAGE 2 OF 2 BORING NUMBER MW-7R CLIENT Charah, LLC PROJECT NUMBER 10021146 PROJECT NAME Brickhaven Mine Tract No. 2 PROJECT LOCATION Moncure, NC NO R T H C A R O L I N A B O R I N G L O G - G I N T S T D U S L A B . G D T - 5 / 2 / 1 7 1 3 : 1 2 - C : \ U S E R S \ P U B L I C \ D O C U M E N T S \ B E N T L E Y \ G I N T \ P R O J E C T S \ B R I C K H A V E N N O 2 . G P J 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 Phone: 704-338-6700 hdrinc.com/follow-us Michael Wilson 3351 A SAEDACCO Inc X 4/20/2017 MW- 7 R charah 1149 Moncure Flatwood Road Moncure, NC 27559 Chath, moncure, NC , 27559 chatham X X 1 36' 8" hollow stem Auger 26' 0 2" sch 40 pvc 26' 36' 2" 10 sch 40 PVC 22' 0 Portland trimmie 36' 24' sand #2 0 36' tan brown clay 4/20/2017 3628 At t a c h m e n t 4 - Ab a n d o n m e n t D e t a i l s T a b l e Br i c k h a v e n N o . 2 M i n e T r a c t " A " S i t e NC D E Q L a n d f i l l P e r m i t 1 9 1 0 - S T R U C T - 2 0 1 5 Ch a t h a m C o u n t y , N o r t h C a r o l i n a We l l I D N o r t h i n g E a s t i n g Gr o u n d Su r f a c e El e v a t i o n ( f t ) Pi e z o m e t e r De p t h ( f t - b g s ) Ov e r d r i l l De p t h ( f t - b g s ) Gr o u t ( g a l ) Da t e ( s ) Ov e r d r i l l e d Auger SizeHole Diamter (approx. OD)Comments PZ M - 3 67 3 4 6 6 . 5 9 19 9 4 8 8 6 . 4 6 22 9 . 2 9 37 . 9 5 38 10 0 4/ 1 8 / 2 0 1 7 4.25"8"N/a PZ M - 4 67 3 9 8 1 . 5 3 19 9 4 6 2 6 . 8 22 9 . 8 5 38 . 5 40 10 0 4/ 1 8 / 2 0 1 7 4.25"8"N/a PZ M - 6 67 4 6 4 0 . 8 7 19 9 4 4 3 2 . 8 3 23 9 . 9 2 33 . 0 33 10 0 4/ 1 8 / 2 0 1 7 4.25"8"N/a PZ M - 8 67 5 2 0 3 . 8 8 19 9 4 2 4 3 . 3 24 3 . 9 8 28 . 0 28 95 4/ 1 9 / 2 0 1 7 4.25"8"N/a PZ M - 1 9 67 2 4 3 3 . 0 5 19 9 4 2 5 5 . 1 9 24 0 . 5 6 24 26 95 4/ 2 0 / 2 0 1 7 4.25"8"N/a No t e s : 1. f t - b g s : f e e t b e l o w g r o u n d s u r f a c e 2. OD : o u t e r d i a m e t e r o f h o l l o w - s t e m a u g e r Michael Wilson 3351 A SAEDACCO Inc , , X 4/18/2017 brickhaven site 1149 Moncure Flatwood Road Moncure, NC 27559 Chath chatham pzm- 3 38' 2" 18' 10' 1 X Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal. Over drilled well then pulled pipe then trimmied grout into hole from bottom to top. 4/18/2017 Michael Wilson 3351 A SAEDACCO Inc , , X 4/19/2017 brickhaven site 1149 Moncure Flatwood Road Moncure, NC 27559 Chath chatham pzm- 8 28' 2" 18' 10' 1 X Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal. Over drilled well then pulled pipe then trimmied grout into hole from bottom to top. 4/19/2017 Michael Wilson 3351 A SAEDACCO Inc , , X 4/18/2017 brickhaven site 1149 Moncure Flatwood Road Moncure, NC 27559 Chath chatham pzm- 4 40' 2" 30' 10' 1 X Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal. Over drilled well then pulled pipe then trimmied grout into hole from bottom to top. 4/18/2017 Michael Wilson 3351 A SAEDACCO Inc , , X 4/18/2017 brickhaven site 1149 Moncure Flatwood Road Moncure, NC 27559 Chath chatham pzm- 6 33' 2" 23' 10' 1 X Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal. Over drilled well then pulled pipe then trimmied grout into hole from bottom to top. 4/18/2017 Michael Wilson 3351 A SAEDACCO Inc , , X 4/19/2017 brickhaven site 1149 Moncure Flatwood Road Moncure, NC 27559 Chath chatham pzm- 19 26' 2" 16' 10' 1 X Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal. Over drilled well then pulled pipe then trimmied grout into hole from bottom to top. 4/19/2017 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 1. PZM-3: Prior to well abandonment Date: 4/18/17 Photograph 2. PZM-3: Prior to well abandonment with the well cover removed Date: 4/18/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 3. PZM-3: Overdrill in progress Date: 4/18/17 Photograph 4. PZM-3: Backfilled with grout Date: 4/18/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 5. PZM-4: Prior to abandonment activities Date: 4/18/17 Photograph 6. PZM-4: Backfilled with grout (partially) Date: 4/18/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 7. PZM-6: Prior to abandonment activities Date: 4/18/17 Photograph 8. PZM-8: Prior to abandonment activities Date: 4/18/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 9. PZM-3: Post-abandonment Date: 4/19/17 Photograph 10. PZM-6: Post-abandonment Date: 4/20/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 11. PZM-19: Prior to abandonment Date: 4/19/17 Photograph 12. PZM-4: Post-abandonment Date: 4/20/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 13. PZM-8: Post-abandonment Date: 4/20/17 Photograph 14. MW-7R: Installation of MW-7R Date: 4/19/17 Charah, Inc. | Brickhaven Mine Tract No. 2 Attachment 6: Photographs Photograph 15. MW-7R: MW-7R after completion Date: 4/20/17 Photograph 16. MW-7R: Completion details on well tag Date: 4/20/17