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HomeMy WebLinkAboutWM0401475_Application_20230811FOR OFFICE USE ONLY PERMIT NO. ISSUED DATE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM 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 monitoring or recovery wells. 1. Date: 8/02/23 2. County: Guilford 3. What type of well are you applying for? (monitoring or recovery): Temporary/monitoring 4. Applicant: Dow Silicones Corp. Telephone: 519-939-7595 Applicant’s Mailing Address: 633 Washington Ave., 1803 Building, Midland, MI 48674 Applicant’s Email Address (if available): RJStuetzle@dow.com 5. Contact Person (if different than Applicant): c/o Chuck Bertz Telephone: 919-415-2325 Contact Person’s Mailing Address: 5420 Wade Park Blvd, Suite 350, Raleigh, NC 27607 Contact Person’s Email Address (if available): chuck.bertz@arcadis.com 6. Property Owner (if different than Applicant): DDP Specialty Electronic Materials US9, LLC Telephone: 302-379-6988 Property Owner’s Mailing Address: 2200 West Salzburg Rd, Midland, MI 48696 Property Owner’s Email Address (if available): 7. Property Physical Address (Including PIN Number) 2914 Patterson Street City Greensboro County Guilford Zip Code 27407 8. Reason for Well(s): Assessment (ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.) 9. Type of facility or site for which the well(s) is(are) needed: Remediation Site (ex: non-discharge facility, waste disposal site, landfill, UST, etc.) 10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s). EPA ID No. NCD 003221546 11. Type of contaminants being monitored or recovered: Chlorinated solvents and 1,4-dioxane (ex: organics, nutrients, heavy metals, etc.) 12. Are there any existing wells associated with the proposed well(s)? If yes, how many? 77 Existing Monitoring or Recovery Well Construction Permit No(s).: 052-96-MW-22-RW-3 (Guilford Cnty), WM0401113 (NCDEQ), WM0401114 (NCDEQ), WM0401115 (NCDEQ), WR040437 (NCDEQ) 13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): 0 – 1000 feet 14. Are there any water supply wells located less than 500 feet from the proposed well(s)? No If yes, give distance(s): 15. Well Contractor: Cascade Environmental Certification No.: Well Contractor Cert # 2980-A Well Contractor Address: 825 South Main Street, New Ellington, SC 29809 PROPOSED WELL CONSTRUCTION INFORMATION 1. 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 e. Type of casing material and thickness b. Estimated well depth f. Grout horizons c. Screen intervals g. Well head completion details d. Sand/gravel pack intervals Continued on Reverse PROPOSED WELL CONSTRUCTION INFORMATION (Continued) 2. Number of wells to be constructed in unconsolidated material: 39 (VAP-B1-01 through VAP-B1-16; VAP- B2-01 through VAP-B2-08; & VAP-B3-01 thru VAP-B3- 15) 3. Number of wells to be constructed in bedrock: 0 4. Total Number of wells to be constructed: 39 (add answers from 2 and 3) 5. How will the well(s) be secured? Abandoned with neat cement in accordance with 15A NCAC 02C .0113 6. Estimated beginning construction date: 6/29/2023 (In progress) 7. Estimated construction completion date: 8/25/2023 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. SIGNATURES The Applicant hereby agrees that the proposed well(s) will be constructed in accordance with approved specifications and conditions of this 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 Remediation Manager Signature of Applicant or *Agent Title of Applicant or *Agent Robert Stuetzle * If signing as Agent, attach authorization agreement stating Printed name of Applicant or *Agent 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 wells as outlined in this Well Construction Permit application and that it shall be the responsibility of the applicant to ensure that the well(s) conform to the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C). Tyson E. Campbell 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 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone: (828) 296-4500 Fax: (828) 299-7043 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 Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 Phone: (919) 791-4200 Fax: (919) 571-4718 Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Phone: (252) 946-6481 Fax: (252) 975-3716 Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Phone: (910) 796-7215 Fax: (910) 350-2004 Winston-Salem Regional Office 450 W. Hanes Mill Road Suite 300 Winston-Salem, NC 27105 Phone: (336) 776-9800 Fax: (336) 776-9797 GW-22MR Rev. 3-1-2016 !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( &<&<&<&< !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !(!(!(!(!(!(!( !( !(!( !( !( !( !(!(!(!( !(!(!( !( !( !( !( !(!( !( !(!(!(!( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XWXWXW XW XW XWXW XW XW XW XWXW XW SW-W SW-E SG-05 SG-04 SG-03 SG-02 SG-01 PZ-04 PZ-03 PZ-02PZ-01 MW-20 MW-18 MW-15 MW-14 MW-03 DPE-4 DPE-3 DPE-2 DPE-1 MW-21R MW-17R MW-07R BRW-04 BRW-03 BRW-02MW-07AR MW-19 VAP-5 VAP-2 VAP-1 SMW-4 VAP-2A SMW-33 SMW-32 SMW-31 SMW-30 SMW-29 SMW-28 SMW-27 SMW-26 SMW-25 IMW-29 IMW-27 IMW-26 IMW-25 IMW-21 DMW-33 DMW-32 DMW-31 DMW-30 DMW-29 DMW-28 DMW-27 DMW-26 DMW-21 DMW-25B VAP-3 DMW-4 DMW-3 DMW-25A VAP-9 VAP-7 SGV-6 VAP-12 VAP-10 SMW-40 SMW-38 SMW-36 SMW-35 SMW-34 SMW-37 SGV-9B SGV-8B SGV-7B SGV-11 SGV-10 IMW-38DMW-38 DMW-36 DMW-35 VAP-8 VAP-6 VAP-14 VAP-13 VAP-11 SMW-39 IMW-37 DMW-37 Patterson St LEGEND SITE FEATURES MAP FIGURE 1 Scale: 1" = 200' Feet0100200 NOTES · Aerial photo source: ESRI World Imagery (primary map)and Google Earth Pro, 4/8/2017 (inset maps).· Features labeled in blue were installed during Phase 1activities, while features labeled in pink were installedduring Phase 2 activities; all other features (labeled in white )existed prior to Phase 1 activities taking place.· BRW = bedrock monitoring well.· DMW = deep (bedrock) monitoring well.· DPE = dual-phase extraction.· IMW = intermediate (partially weathered rock) monitoring well.· SB = soil boring.· SG = stream gauge.· SGV = soil gas/vapor.· SMW = shallow (saprolite) monitoring well.· VAP = vertical aquifer profiling. DOW SILICONES CORPORATION FACILITY GREENSBORO, NORTH CAROLINA \\ S c o t t s d a l e - A Z \ P r o j e c t \ D o w C h e m i c a l \ G r e e n s b o r o , N C \ G I S \ P r o j e c t s \ S i t e f e a t u r e s m a p s \ F i g u r e 1 s i t e f e a t u r e s m a p 0 8 - 0 2 - 2 0 1 8 . m x d 8 / 2 / 2 0 1 8 Immanuel Rd To w n St Do r s e y St Vi c t o r y St La r s o n St Groundwater monitoring well (shallow) Piezometer Stream gauge Site boundary !( !( ") Groundwater monitoring well (deep) !( #*Surface water sampling location Surface water feature !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( &<&< &< &< !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !( !( !( !(!( !( !( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XW XWXW XW XW XW XW XW XW MW-16 MW-10 SB-B3-6 SB-B3-5 SB-B3-4 SB-B3-3 SB-B3-2 SB-B3-1 SB-B3-9 SB-B3-8 SB-B3-7 !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( &<&< &< &< !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!(!( !(!( !( !(!(!(!(!(!( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !( !( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XW XWXW XW XW XW XW XW XW SMW-23 DMW-23 SB-B2-2 SB-B2-4 !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( &<&<&<&< !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !( !( !( !( !( !( !( !(!(!(!( !( !(!( !( !( !( !( !( !( !( !(!(!(!( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XW XWXW XW XW XW XW XW XW MW-06 MW-05 MW-04 MW-02 DMW-02 BRW-01 DMW-5 SMW-22 DMW-22 SB-B2-1 SB-B1-5 SB-B1-4 SB-B1-2 SMW-1 SB-B1-6 SB-B1-3 SB-B1-1 SMW-41 IMW-02 DMW-41 SB-B1-9 SB-B1-7 SB-B1-20 SB-B1-19 SB-B1-18 SB-B1-16 SB-B1-15SB-B1-10 SB-B1-8 SB-B1-17 SB-B1-14SB-B1-13 SB-B1-12 SB-B1-11 BUILDING 3 AREA BUILDING 2 AREA BUILDING 1 AREA Building 3 area Building 2 area Building 1 area £ Scale: 1" = 60'£ Scale: 1" = 60'£ Soil sampling location!( Vertical aquifer profiling locationXW Soil vapor sampling location!( Groundwater monitoring well (intermediate) !( blue pink white !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( &< &< &< &< !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !( !( !( !(!( !( !( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XW XW XW XW XW XW XW XW XW SB-B2-3 SB24-6 SB24-5 SB24-4 SB24-3 SB24-2 SB24-1 DMW-24B SMW-24 DMW-24A SMW-24 AREA Scale: 1" = 120'£Scale: 1" = 40'£ SMW-24 area Dual-phase extraction well&< ! !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( &< &< &< &< !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !(!( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XWXW XW XW XW XW XW XW LEGEN D FIGURE X Scale: 1" = 40' Feet 0 20 40 NOTES \\Scottsdale-AZ\Project\Dow C hemical \Greensboro, NC\GIS\M XDs\ Source area PDI work plan 04-2022\Figure 7 - Building 1 proposed boring locations.mxd 5/5/2022 Groundwater monitoring w ell (shallow) Site boundary Groundwater monitoring w ell (deep) £ !( !( · Aerial photo source: Google Earth Pro (4/8/2017). · VAP = vertical aquifer profiling. ꞏ Brown text indicates result is for soil (ug/kg). ꞏ Blue text indicates result is for groundwater (ug/L). ꞏ *Sample determined to have been collected below the water table. ꞏ DRY = Temporary well set and attempted to sample, but interval was dry. Groundwater monitoring w ell (interme diat e) 1,4-DIOXANE RESULTS, BUILDING 1 AREA DOW SILICONES COR PO RATION FACILITY GREENSBORO, N ORTH CAROLINA P a t t e r s o n S t Interior wall Floor drain Basement footprint !( !( !( !( !( !(!(!( ( Incomplete VAP boring Completed VAP boring !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( &<&< &< &< !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !(!( !( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XW XW XW XW XW XW LEGEN D PROPOS ED VA P LOCATION S, BUILDING 2 ARE A FIGURE8 Scale: 1" = 50' Feet 0 25 50 DOW SILICONES COR PO RATION FACILITY GREENSBORO, N ORTH CAROLINA \\Scottsdale-AZ\Project\Dow C hemical \Greensboro, NC\GIS\M XDs\ Source area PDI work plan 04-2022\Figure 8 - Building 2 proposed boring locations.mxd 4/29/2022 Site boundary £ NOTES Groundwater monitoring w ell (shallow)!( Groundwater monitoring w ell (deep)!( · Aerial photo source: Goog le Earth Pro (4/8 /2017). ꞏ Aerial photo source: Google Earth Pro (4/8/2017). ꞏ VAP = vertical aquifer profiling. ꞏ Blue text indicates result is for groundwater (ug/L). P a t t e r s o n S t Interior wall VAP boring !(Groundwater monitoring w ell (interme diat e) Incomplete VAP boring !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( &<&< &< &< !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( ") ") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* XW XW XW XW XW XWXW XW XW XW XW XW XW DPE -3 DPE-2 DPE-1 SMW-26 IMW-26 DMW-26 LEGEN D FIGURE9 Scale: 1" = 40' Feet 0 20 40 \\Scottsdale-AZ\Project\Dow C hemical \Greensboro, NC\GIS\M XDs\ Source area PDI work plan 04-2022\Figure 9 - Building 3 proposed boring locations.mxd 5/5/2022 Site boundary £ Groundwater monitoring w ell (shallow)!( Dual-phase extraction well&< NOTES · Aerial photo source: Goog le Earth Pro (4/8 /2017). · Features labeled in blue were insta lled during Ph ase 1 activities, while features labeled in pink were installed during Phase 2 activities; all ot her features (lab eled in white ) existed prior to Phase 1 activities taking pla ce. · DPE = dual-phase extraction. · SB = soil boring. blue pink white PROPOS ED VA P LOCATION S, BUILDING 3 ARE A DOW SILICONES COR PO RATION FACILITY GREENSBORO, N ORTH CAROLINA P a t t e r s o n S t Of fice Interior wall Groundwater monitoring w ell (deep)!( !(Groundwater monitoring w ell (interme diat e) DPE-4 MW-16 Incomplete VAP boring VAP boring DOW CORNING CORPORATION FACILITYGREENSBORO, NORTH CAROLINA ESTIMATED BORING DIAGRAM FIGURE 5 Bentonite or neat cement seal NOTES · Diagram is not drawn to scale. Complete borehole consistent with existing surface (concrete) Concrete Slab (Approx 4-6" thick) Variable depth; boring advanced to refusal or top of bedrock (15 to 50 feet below ground surface)