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HomeMy WebLinkAboutNC0022406_GW-22W_WellConstructionApplication_20170823�� ENERGY. August 21, 2017 State of North Carolina Department of Environmental Quality Division of Water Resources Winston Salem Regional Office Attn: Shuying Wang, P.G., Hydrogeologist 450 Hanes Mill Road, Suite 300 Winston-Salem, NC 27105 Subject:: Interim Action Plan Remediation System Well Construction Permit Duke Energy - Belews Creek Steam Station Belews Creek, NC 27009 Dear Ms. Wang: 3191 Pine Hall Road Walnut Cove, NC 27052 336-445-0610 Attached you will the permit application form and associated drawings for the remediation system that will be installed as a part of the Interim Action Plan for the Belews Creek Steam Station. In accordance with 15A NCAC 2C Section .0105(b)(1), this application is being submitted to satisfy permit requirements for construction of a water supply well or system with a design capacity of 100,000 gallons per day or greater. If you have any questions on the enclosed information, please contact me at (336) 445-0610 or Melonie.Martin@duke-energy.com. Respectfully submitted, Melonie Martin Lead Environmental Specialist Waste and Groundwater Programs Attachment: Duke Energy Belews Creek Well Permit Application Duke Energy Belews Creek Well Installation Figures cc (via email) : Steve Lanter (NCDEQ) Sherri Knight (NCDEQ) Jeremy Pruett (Duke) Ed Sullivan (Duke) Kevin Kirkley (Duke) Craig Eady (SynTerra) Page 1 of 1 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY — DIVISION OF WATER RESOURCES APPLICATION FOR PERMIT TO CONSTRUCT A WATER SUPPLY WELL OR WELL SYSTEM (Wells or Well Systems with a Design Capacity of 100,000 Gallons Per Day or Greater) PLEASE TYPE OR PRINT CLEARLY In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto, application is hereby made for a permit to construct water supply wells. 1. Date: 8/21/17 2. County: Stokes FOR OFFICE USE ONLY PERMIT NO. ISSUED DATE: 3. Applicant Duke Energy - Belews Creek Steam Station Telephone: 4. 5. 6. 7. 8. Applicant's Mailing Address: 3195 Pine Hall Road Belews Creek, NC 27009 Applicant's Email Address (if available): Contact Person (if different than Applicant): Melonie Martin Telephone: 336-445-0610 Contact Person's Mailing Address: 3191 Pine Hall Road Walnut Cove, NC 27052 Contac Person's Email Address (if available): Melonie.Martin(@-duke-energy.com Property Owner (if different than Applicant): Same as Above Telephone: Same as Above Owner's Mailing Address: Same as Above Owner's Email Address (if available): Same as Above Property Physical Address (including PIN Number): 3195 Pine Hall Road City: Belews Creek County: Stokes Zip Code:27009 Intended use of Well or Well System: Groundwater Accelerated Remediation System (examples: irrigation, consumption, etc.) Will the proposed water supply well or well system replace or be added to an existing well or well system? No (If yes, complete questions 7 and 8) (If no, complete question 7 and then skip to question 9) 9. Total design capacity of proposed well or well system in gallons per day (gpd): 115 10. If adding a well to an existing system, list the existing water supply wells in the existing system and their respective yields: N/A 11. Is this a public well or well system? No If yes, give Public Water ID Number: N/A If yes, give Project Engineer and contact information: N/A 12. Well Contractor: Cascade Drilling, LP Well Contractor Certification No.: 2992 Well Contractor Address: 825 South Main Street New Ellington, SC 29809 PROPOSED WELL CONSTRUCTION INFORMATION As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following: a. Borehole and well diameter b. Estimated well depth C. Screen intervals d. Sand/gravel pack intervals e. Type of casing material and thickness f. Grout horizons g. Well Head completion details 2. No. of wells to be constructed in unconsolidated material: 2 3. No. of wells to be constructed in bedrock: 10 4. Total No. of wells to be constructed: 12 (add answers from 2 and 3) 5. Estimated beginning construction date: 9/25/2017 6. Estimated construction completion date: 10/27/2017 Continued on Reverse ADDITIONAL INFORMATION 1. As required by 15A NCAC 02C .0105(f)(5), attach a scaled map of the site showing the locations of the following: a. All property boundaries, at least one of which is referenced to a minimum of two landmarks such as identified roads, intersections, streams, or lakes within 500 feet of the proposed well or well system. b. All existing wells, identified by type of use, within 500 feet of the proposed well or well system. C. The proposed well or well system. d. Any test borings within 500 feet of proposed well or well system. e. All sources of known or potential groundwater contamination (such as septic tank systems, pesticide, chemical or fuel storage areas, animal feedlots as defined in G.S. 143-215.10B(5), landfills, or other waste disposal areas) within 500 feet of the proposed well or well system. 2. As required by 15A NCAC 02C .0105(g)(3), for wells screened in multiple zones or aquifers, provide representative data on the static water level, pH, specific conductance, and concentrations of sodium, potassium, calcium, magnesium, sulfate, chloride, and carbonates from each aquifer or zone from which water is proposed to be withdrawn. 3. Attach any water use permits (if required). [e.g. Central Coastal Plain Capacity Use Area Permit is required in 15 eastern NC counties by NC Division of Water Resources, visit: http://www.ncwater.org] SIGNATURES The Applicant hereby agrees that the proposed well(s) will be constructed in accordance with approved specifications and conditions of the Water Supply Well Construction Permit as regulated under the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C) and accepts full responsibility for compliance with these rules Signature of Applicant or *Agent Melonie Martin Printed name of Applicant or *Agent Lead Environmental Specialist Title of Applicant or *Agent * If signing as Agent, attach authorization agreement stating that you have the authority to act as the Agent. If the property is owned by someone other than the applicant, the property owner hereby consents to allow the applicant to construct water supply wells as outlined in this Water Supply Well Construction Permit application and that it shall be the responsibility of the applicant to ensure that the water supply well(s) conform to the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C). Signature of Property Owner (if different than Applicant) Printed name of Property Owner (if different than Applicant) DIRECTIONS Please send the completed application to the appropriate Division of Water Resources' Regional Office: Asheville Regional Office Raleigh Regional Office Wilmington Regional Office 2090 U.S. Highway 70 3800 Barrett Drive 127 Cardinal Drive Extension Swannanoa, NC 28778 Raleigh, NC 27609 Wilmington, NC 28405 Phone: (828) 296-4500 Phone: (919) 791-4200 Phone: (910) 796-7215 Fax: (828) 299-7043 Fax: (919) 571-4718 Fax: (910) 350-2004 Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301-5094 Phone: (910) 433-3300 Fax: (910) 486-0707 Mooresville Regional Office 610 East Center Avenue Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Phone: (252) 946-6481 Fax: (252) 975-3716 Winston-Salem Regional Office 450 W. Hanes Mill Road Suite 300 Winston-Salem, NC 27105 Phone: (336) 776-9800 Fax: (336) 776-9897 F� � �,4 V6p IPS P ACCELERATED REMEDIATII AREA OF INTEREST Cr � nL� Q L rr _,UNNAMED CREEK ASH BASIN — �� i �0> PARCEL LINE (APPROXIMATE) CD 1 � PINE HALL ROAD =�r I ASH LANDFILL _ D --STRUCT URAL FILL LROAO _ I _ — SOURCE: USGS TOPOGRAPHIC MAP OBTAINED FROM THE USGS STORE AT http://store. usgs.gov/b2c_usgs/b2c/start/%%%28xcm=r3sta nda rd pitrex_prd%%%29/.do BELEWS CREEK STEAM STATION STOKES COUNTY WINSTON-SALEM • •RALEIGH synTerra GREENY •CHARLOTTE •FAYETTEWLLE 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA PHONE 864-421-9999 Ww .Symerracorp.com u e ner ro Me ,1026\20. BELEWS CREEK 04. CCP ACCelereteI Rem, Interim Aaion Plan - De n ev J E AyERS"RO l Riverview Golf Coucse_ �' PARCEL LINE (APPROXIMATE) \ \.� BELEWS LAKE COAL PILE k, Iii' io'. � - POWER PLANT O oD �J r) i I FIGURE 1-1 SITE LOCATION MAP DUKE ENERGY CAROLINAS BELEWS CREEK STEAM STATION 3195 PINE HILL RD BELEWS CREEK, NORTH CAROLINA BELEWS LAKE NC QUADRANGLE IG70N DRAWN BY: JOHN CHASTAIN DATE: 11/28/2016 GRAPHIC SCALE PROJECT MANAGER: BILL MILLER CONTOUR INTERVAL: 20 FEET 1000 O 1000 ZOOO LAYOUT: USGS TOPO MAP DATE: 2013 1 DESIGN tlw \OE BELEWS CK FIG 1-1 USGS TOPO.d.2 IN FEET GWA- EXISTING AXLE i - V i ° MIDDLETON LOOP ROAD SB5� I NS]\ mum mom ;i m SB 4 i IC OUTLET I I EW 2 ITW 4; �i� b0_ / STRUCTURE T TW -2 T GWA-20SA��'"��' TW -3\V Viso — — GWA-20D GWA-20BR 4 .r `�`�\ wA z/„sB-2 LEGEND COMPLIANCE BOUNDARY vv A r; vv !' — — — — COMPLAINCE BOUNDARY COINCIDENT WITH PROPERTY LINE ASH BASIN WASTE BOUNDARY 0,//,,,.�r APPROX.ROAD RIGHT OF WAY — — — — DUKE ENERGY CAROLINAS PROPERTY LINE �-� ----- PARCEL A BOUNDARY \\ EXISTING CONCRETE MONUMENT SB -1 4, v 10 �a°mv�v T r .r ��� �r ASH BASIN Ill AMW 17S CSA MONITORING WELL ELEVATION: APPROX. 750' 0 EW -1 EXTRACTION WELL FOR HDR PUMP TEST 770`/ n TW -1 TEMPORARY WELL FOR HDR PUMP TEST \\ -.'so. \\ \\ i \' • � SB -1 HDR SOIL BORING G \ - / O S-2 AOW -AREA OF WETNESS \ BO NOTES: 1. THE DUKE ENERGY CAROLINAS PROPERTY LINE, COMPLIANCE BOUNDARY AND WASTE BOUNDARY SHOWN ARE FROM THE HDR SCSA SUPPLEMENT 2. DUKE IS ANTICIPATING COMMENTS FROM DEQ \\ CONCERNING THE COMPLIANCE BOUNDARY. 2. PARCEL A (2.23 ACRES) PROPERTY LINE IS BASED ON A PLAT PREPARED BY LDSI TITLED "EXHIBIT MAP \\ / FOR DUKE ENERGY CORPORATION", DATED 09-28-2016, PROJECT NUMBER 4115187, FILE NAME 4115198.DWG. 3. SITE FEATURES AND TOPOGRAPHY OBTAINED FROM MAP PREPARED BY WSP TITLED "MONITORING WELL / LOCATION SURVEY BELEWS CREEK STEAM STATION', JOB NUMBER 1188313A, DATED JULY 22, 2015, FILE NAME "BELEWS GWA FINAL 07-22-15.DWG". \ 4. THE COMPLIANCE BOUNDARY, WASTE BOUNDARY, DUKE ENERGY CAROLINAS PROPERTY LINE, \\ ,' TEMPORARY WELLS, SOIL BORINGS, AND AOW LOCATIONS ARE APPROXIMATE. \ MIDDLETON GRAPH IC SCALE LOOP ROAD 100 0 100 200 FIGURE 1-2 IN FEET SITE LAYOUT 148 RIVER STREET, SUITE 220 DUKE ENERGY CAROLINAS GREEN/ PHONE 64-421-9999LLE, SOUTH CAROLINA 29601 BELEWS CREEK STEAM STATION / PHONE 864-421-9999 www.synte"aco'p.com 3195 PINE HALL RD Terra PROJECT MANAGIGLER* DATE: PRINTED* BELEWS CREEK, NORTH CAROLINA O F PROJECT MANAGER: E LADY DATE PRINTED: / CHECKED BY: B. MILLER 12/27/2016 2:14 PM P:\Duke Energy Progress.1026\20. BELEWS CREEK\04. CCP Accelerated Rem, Interim Action Plan - Design & Dev\30 PERCENT DESIGN\dwg\DE BELEWS CK FIG 1.2 SITE LAYOUT.dwg DATE PRINTED: 08/17/2017 4:36 PM SYNTERRA FILE PATH: P.\Duke Energy Carolinas\20. BELEWS CREEK\04. CCP Accelerated Rem, Interim Action Plan - Design & Dey\100 PCT BOD\DWG\DE BELEWS CK (PLAN & PROFILE).dwg =r PARCEL A (2.23 ACRES) _ - - — ----- GWA 20S TW-4 TW-1 — - - - - GWA-20D ----------- -�-� �� GWA-20SA--- ��20BR 774 — � GWA - ---13-POLE - 772-�PROPOSED y ®® C) POLE \` - 770 OBSERVATION A-OBSERVATION WELL ---- EW 1 - 00PROPOSED R� __�7ss -- .� -,\ ' EW-2 �� OBSERVATION N `DSP _---�-�- 766 �" ---__ --__ WELL --- 7s2� HEADER PIPE TW-3 `--TW-2---__------+- - - - -- - ------__ --_ �- -� CCR-2S CCR-2D _ 760— _ - ------- ---- "� ---- F 758 ® EX-5 _ _._ EX-4 --FLOW EX-3_ 0— J EX-10 - ,Ss DISCHARGE PIPE POWER POLE / , / 60 DISCHARGE PIPE OUTLET INTO ASH BASIN / 0 752— / 750 GRAPHIC SCALE 0 30 0 30 60 OUTLET STRUCTURE IN FEET ELEVATION ELEVATION IN FEET HEADER PIPE CONNECTS IN FEET 768 TO DISCHARGE PIPE EX-1- 768 766 0 o Lo M o 0 / � — � � � GND 765.0_ _ 766 764 00 Lo r- 00 In Lo 00 Lo Ln / 764 762Lo u Xz u Doz coo xz 711 0 Lo Xz No �� % 762 760 Oil cHo Luo Lucy Luo Luc?---- -- ---- w0 in ___ Luo z 760 758 Z 0 — — — — — — — — — _-- Luo758 756--- u� — — FLOW—► FLOW �� _ 0 756 FLOW 754 HEADER PIPE HORIZONTAL SCALE 0 30 60 754 752 (IN FEET) 752 750 VERTICAL SCALE 0 6 12 (IN FEL?) I 75 748 0 0 o Ln 0 o 0 In 0 o 0 0 0 Lo o in 0 0 0 0 o Lo o In 0 0 0 0 0 748 o In o In o ELEVATION + + o o + c + t+ + N + + + N co M + + + + Lo Lo + + + + + T9 0 L` r-- aOELEVATION IN FEET IN FEET 768 768 766 \ HEADER PIPE CONNECTS 766 764 TO DISCHARGE PIPE 764 762 762 760 \ 760 758 \ HEADER PIPE 758 756 756 754 \ 754 HORIZONTAL SCALE 0 30 60 752 DISCHARGE INTO ASHBASIN NFEEO 752 750 \VERTICALSCALE 0 6 12 750 (IN FEET) 748 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 748 O Lo + + o + to + o + in O Lo + + + O Ln O Lo + + + + o Lo O Lo o + + + + + O O rl rH N N M M ch Lo Lo co CO r M DUKEENERGY BELEWS CREEK STEAM STATION GREENVILLE, SOUTH CAROLINA 29601 BELEWS CREEK, NORTH CAROLINA 10 148 RIVER STREET, SUITE 220 3195 PINE HALL RD PHONE 864-421-9999 www.synte r rracor racorp.co m DRAWING TITLE: SHEET NO Terra DRAWN BY JOHN CHASTAIN ENGINEER BILL LANTZ PLAN &PROFILE -HEADER PIPE 3 OF 8 - 17-07-25 JEC COE CDE REPOSITIONED DRAWING TO ADD CCR-2S & CCR-2D PROJECT MANAGER: CRAIG EADY DATE: 04/10/2017 DUKE DRAWING NUMBER: X REV NO REV I DATE I DR CK APP DESCRIPTION LAYOUT: SH 3 PLAN & PROFILE DATE PRINTED: 08/17/2017 4:36 PM SYNTERRA FILE PATH: P.\Duke Energy Carolinas\20. BELEWS CREEK\04. CCP Accelerated Rem, Interim Action Plan - Design & Dey\100 PCT BOD\DWG\DE BELEWS CK (PLAN & PROFILE).dwg SEE SHEET 4 FOR MORE DETAILS VAULT LID INSTRUMENTATION CONDUIT (MINIMUM OF 2) NATER TABLE ,e �li I Ili II I III �I III YI II' I I� I I I I I I I I II I (MINIMUM OF 4" WELL CASING TOP OF TRANSITION ZONE APPROXIMATELY 45' BGS HIGH LEVEL CONTROL SE` SOR ;�- DISCHARGE PIPE �� LOW LEVEL CONTROL 4" WELL DEPTH TO TOP OF COMPETENT BEDROCK APPROXIMATELY 55'-65' BGS NTRANSITION ZONE -APPROXIMATELY 10' L� RE TRANSDUCER CABLE OP POWER CABLE WELL EXTRACTION WELL 4" DIA STEEL PIPE BOLLARD FILLED WITH CONCRETE 3MINIMUM DEPTH ABOVE GROUND SURFACE GROUND SURFACE 4 - 2' MINIMUM DEPTH BELOW GROUND SURFACE 2' x2' CON( nrrr nn n PROTECTIVE CASING COMPRESSION CAP EN O O 4" DIA STEEL PIPE BOLLARD LOCATED AT EACH CORNER (TYP) BOLLARD LOCATION PLAN VIEW OBSERVATION WELL NOT TO SCALE 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 www'synterraco rp.com WnTerra PR DATOJECT MANAGERDRAWN BY: JOHN HASTAIN CRAIG EADy ENGINEER: BILL LANTZ LAYOUT: SH 6 WELL SCHEMATIC mrP.�m a�..�o" ai"o - necicn R nP"�� nn "cT ann,nwr,�nF avi Fws cu Ean nFrnu s nwc `—LOCK 1,1`1 PROTECTIVE CASING :I 2' x2' CONCRETE PAD (MINIMUM 6" THICK) 4" MINIMUM DE EAT CEMENT GROUT TO EAR GROUND SURFACE BORE HOLE DIAMETER 2" PVC WELL CASING (SCHEDULE 40) SAPROLITE/TRANSTITION ZONF v WATER TABLE ABOVE BEDROCK BENTONITE PELLET SEAL (2' MINIMUM THICKNESS) SAND PACK - WASHED HIGH GRADE NO. 1 OR 2 SILICA SAND (MINIMUM 2- ABOVE TOP O PRE PACKED WELL SCRE N)FTHE PREPACKED WELL SCREEN SCHEDULE 40 10' SCREEN SLOT SIZE 0.010" APPROXIMATE DEPTH 55' BELOW GROUND SURFACE DUKE ENERGY BELEWS CREEK STEAM STATION 3195 PINE HALL RD BELEWS CREEK, NORTH CAROLINA DRAWING TITLE: EXTRACTION WELL He SHEET NO OBSERVATION WELL SCHEMATICS 6 OF 8 DUKE DRAWING NUMBER: REV NO X _