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HomeMy WebLinkAbout7906_DanRiver_Email_BackgroundWell_PGWaiverRequest_DIN27456_201702271 Werner, Elizabeth From:Witt, Kimberlee <Kimberlee.Witt@duke-energy.com> Sent:Monday, February 27, 2017 10:22 AM To:Werner, Elizabeth Cc:Martin, Melonie Y Subject:Dan River Steam Station landfill, Permit No. 7906-INDUS Attachments:2017-0227 - CCR BG Well.pdf Elizabeth‐    Duke Energy would like to immediately install a background monitoring well pair at the Dan River Steam Station landfill,  Permit No. 7906‐INDUS.  The well pair is intended for use as background groundwater monitoring for the Federal CCR  and NCDEQ programs at this facility.  Attached you will find a drawing defining the location of the proposed well pair  (BW‐2S/D) in addition to the existing proposed background well location (GWA‐18D, installed as a part of the ash basin  assessment work) recently found to be dry.     Duke Energy intends to submit the entire CCR monitoring network for the landfill at a later date in addition to revised  monitoring well locations to the approved Water Quality Monitoring Plan.    Additionally, the Landfill permit was issued by the Department of Environmental Quality (DEQ) Solid Waste Section on  October, 2016.  Attachment 3, Part IV, #11, states: “A licensed geologist must be present to supervise the installation of  groundwater monitoring wells.”  Duke Energy requests, for the installation of the aforementioned well pair, a waiver  from the aforementioned requirement.  A Professional Geologist (P.G.) familiar with the geology and layout of the  facility, and Water Quality Monitoring Plan, will be on call throughout drilling.  A field technician, under the supervision  of the P.G., will be present throughout drilling.  Attachment 3, Part IV, #17, states: “All well construction records and soil  boring logs for new wells must be submitted to the Solid Waste Section Hydrogeologist for review within 30 days of  completion".  Construction records and boring logs require quality assurance prior to distribution with data gathering  and verification extending beyond 30 days from individual well installation.  Duke proposes that construction records  and boring logs for the aforementioned wells be submitted to the Solid Waste Section Hydrogeologist in the pre‐ operational groundwater report as one project.    Please do not hesitate to contact myself or Melonie Martin with any questions or comments regarding this request.    Thanks‐  Kim      Kimberlee Witt, PE DUKE ENERGY Sr. Engineer - Environmental Services 3191 Pine Hall Rd. Walnut Cove, NC 27009 336-215-4576   102030TENTHSINCHES123 D W G S I Z E R E V I S I O N F O R D R A W I N G N O . T I T L E F I L E N A M E : D W G T Y P E : J O B N O : D A T E : S C A L E : D E S : D F T R : C H K D : E N G R : A P P D : AFEDCB 234 5 7 8 6 4 5 7 8 9 1 0 6 A F C B 2 2 " x 3 4 " A N S I D E n v i r o n m e n t & I n f r a s t r u c t u r e S E A L R E V D A T E J O B N O . P R O J E C T T Y P E D E S D F T R C H K D E N G R D E S C R I P T I O N ABSAT ISSUE #DATEDESIGN N L E G E N D S 7 0 0 E X I S T I N G G R A V I T Y S A N I T A R Y S E W E R P I P E E X I S T I N G P I P E S P R O P O S E D L I M I T O F W A S T E E X I S T I N G P R O P E R T Y B O U N D A R Y E X I S T I N G 1 0 0 - Y E A R F L O O D P L A I N E X I S T I N G S A N I T A R Y S E W E R F O R C E M A I N E X I S T I N G N A T U R A L G A S P I P E L I N E E X I S T I N G N A T U R A L G A S P I P E L I N E ( N O T S U R V E Y E D ) E X I S T I N G O V E R H E A D E L E C T R I C U T I L I T Y E X I S T I N G U T I L I T Y E A S E M E N T E X I S T I N G F E N C E E X I S T I N G V E G E T A T I O N B O U N D A R Y E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E X I S T I N G R I P R A P E X I S T I N G W E T L A N D E X I S T I N G S T R E A M E X I S T I N G M A J O R C O N T O U R ( 1 0 ' ) ( R E F . 1 ) E X I S T I N G M I N O R C O N T O U R ( 2 ' ) ( R E F . 1 ) G R O U N D W A T E R S U R F A C E C O N T O U R ( J U N E 2 9 , 2 0 1 5 ) G R O U N D W A T E R F L O W D I R E C T I O N P R O P O S E D A M E C F O S T E R W H E E L E R B A C K G R O U N D W E L L P A I R REFERENCES1.EXISTING TOPOGRAPHIC INFORMATION WAS PRODUCED FROM PHOTOGRAMMETRICMETHODS FROM AERIAL PHOTOGRAPHY OBTAINED ON FEBRUARY 7, 2014 BY LDSI, INC.2.EXISTING TOPOGRAPHIC INFORMATION WAS PRODUCED FROM LIGHT DETECTION ANDRANGING (LIDAR) OBTAINED FROM NCDOT WEBSITE ON AUGUST 7, 2015. E X I S T I N G M A J O R C O N T O U R ( 1 0 ' ) ( R E F . 2 ) E X I S T I N G M I N O R C O N T O U R ( 2 ' ) ( R E F . 2 ) 7 0 0 N O T F O R C O N S T R U C T I O N N C G E O L O G Y : C - 2 4 7 N C E N G : F - 1 2 5 3 L I C E N S U R E : F A X : ( 7 0 4 ) 3 5 7 - 8 6 3 8 T E L : ( 7 0 4 ) 3 5 7 - 8 6 0 0 C H A R L O T T E , N C 2 8 2 0 8 S U I T E 1 0 0 2 8 0 1 Y O R K M O N T R O A D 0 2 / 2 7 / 2 0 1 7 7 8 1 0 - 1 4 - 0 0 6 5 D W G A S S H O W N J B V G C H R C H R C H R P R O P O S E D M O N I T O R I N G W E L L S - E X I S T I N G G R A D E S . D W G 1 0 0 1 I S S U E D F O R P E R M I T T I N G - N O T R E L E A S E D F O R C O N S T R U C T I O N D A N R I V E R L A N D F I L L C O N S T R U C T I O N P R O P O S E D C C R A N D W Q M P B A C K G R O U N D W E L L L O C A T I O N S                                                                                                    0 1