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HomeMy WebLinkAboutWM0401539_Monitoring well permit application_Moody's G WM0401539_20240710 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. FOR OFFICE USE ONLY 1. Date: 7/3/2024 2. County: Wilkes PERMIT NO. ISSUED DATE 3. What type of well are you applying for?(monitoring or recovery): Monitoring 4. Applicant: NCDEQ, DWM, UST Section (Liz Price) Telephone: 910-796-7401 Applicant's Mailing Address: 1646 Mail Service Center, Raleigh, NC 27699-1646 Applicant's Email Address (if available): Iiz.priceCcDdeg.nc.gov 5. Contact Person (if different than Applicant): Steven Aldis Telephone: 702-529-3200/704-972-4078 Contact Person's Mailing Address: 7606 Whitehall Executive Center Drive, Suite 200, Charlotte, NC 28273 Contact Person's Email Address(if available): Steven.AldisC@oneatlas.com 6. Property Owner(if different than Applicant): Dwight Moody Telephone: 336-699-8464 Property Owner's Mailing Address: 934 Old Highway 21, State Road, NC 28676 Property Owner's Email Address(if available): 7. Property Physical Address(Including PIN Number)934 Old Highway 21 (PIN 4944-37-1605, Parcel 0604032) City State Road County Wilkes Zip Code 28676 8. Reason for Well(s): Groundwater assessment for State Lead UST Site (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: petroleum UST (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). Moody's Grocery(Inc.#11910), existing monitoring wells on the UST site property 11. Type of contaminants being monitored or recovered: Volatile Organic Compounds (ex: organics, nutrients, heavy metals, etc.) 12. Are there any existing wells associated with the proposed well(s)? If yes, how many? 5 monitoring wells Existing Monitoring or Recovery Well Construction Permit No(s): N/A all 5 existing wells on UST site 13. Distance from proposed well(s)to nearest known waste or pollution source(in feet): --90 feet 14. Are there any water supply wells located less than 500 feet from the proposed well(s)? Yes(8 within 500') If yes, give distance(s): Approximately on site 934 Old Highway 21, State Road, NC 28676; 200'west 912 Old Highway 21, State Road, NC 28676,200' north 937 Old Highway 21, State Road, NC 28676; 250' northeast 955 Old Highway 21, State Road, NC 28676; 350' northeast 893 Old Highway 21, State Road, NC 28676; 425' northwest 857 Old Highway 21, State Road, NC 28676; 500' west northwest 835 Old Highway 21, State Road, NC 28676; 500'south 265 Hidden Chambers Drive, State Road, NC 28676 15. Well Contractor: EDPS Certification No.: 3307 Well Contractor Address: 17538 Greenhill Road, Charlotte, NC 28278 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 5. How will the well(s)be secured? Well vault and lock material: 2 6. Estimated beginning construction date: 7/15/2024 3. Number of wells to be constructed in bedrock: 0 7. Estimated construction completion date: 7/15/2024 4. Total Number of wells to be constructed: 2 (add answers from 2 and 3) 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 Senior Project Manager Signature of Applicant or*Agent Title of Applicant or*Agent Steven Aldis *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). See attached Access Agreement Dwight Moody 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 3800 Barrett Drive Wilmington, NC 28405 2090 U.S. Highway 70 Raleigh, NC 27609 Phone: (910)796-7215 Swannanoa, NC 28778 Phone: (919)791-4200 Fax: (910)350-2004 Phone: (828)296-4500 Fax: (919)571-4718 Fax: (828)299-7043 Winston-Salem Regional Office Washington Regional Office 450 W. Hanes Mill Road Fayetteville Regional Office 943 Washington Square Mall Suite 300 225 Green Street, Suite 714 Washington, NC 27889 Winston-Salem, NC 27105 Fayetteville, NC 28301-5094 Phone: (252)946-6481 Phone: (336)776-9800 Phone: (910)433-3300 Fax: (252)975-3716 Fax: (336)776-9797 Fax: (910)486-0707 Mooresville Regional Office 610 East Center Avenue Win Mooresville, NC 28115 ^ 1[� Phone: (704)663-1699 r 01 Fax: (704)663-6040 J t F eR 'Ib GW-22MR Rev.3-1-2016 \ ,ngfon Wilmington Region`a(I e GW-22M(Rev.5/11) Raleigh Regional Office 127 Cardinal Drive Extension r7 T WSW-3 v WSW-743 '~; 1,000, WSW-717 WSW-767 - WSW-781 500' WSW-805 WSW-937 WSW-835 WSW-955 WSW-857 SITE WSW-4616 WSW-1163 WSW-4562 WSW-255 WSW-259 r tt't4 ' WSW-2 r WSW-1 - WSW-4 ' WSW-5 WSW-250 P IMAGE SOURCE: NC GEOSPATIAL DATABASE EXPLANATION 0 200 400 800 WATER SUPPLY WELL LOCATION APPROXIMATE SCALE IN FEET TITLF FIGURE 2 WATER SUPPLY WELL LOCATION MAP AWA C FORMER MOODY'S GROCERY/ NCDEQ INCIDENT #22446 Aff kT 912 OLD HIGHWAY 21 ASSOCIATES OF NORTH CAROLINA, P.C. STATE ROAD, NORTH C A R O L I N A 28676 Charlotte„North Caroi na 28273 (704)520-3200 FAX (704)529-3272 CAD FILE PREP BY REV.BY SCALE DATE PROJECT NO. MOODYSSM AD FL AS SHOWN 6.22.18 SLP2244602 0 0 N M 00 00 O � W 0) 0 CV) of LEGEND a L) Monitoring Well Location 'U M ® Water Supply Well Location N O w N 1297.67 Depth to Groundwater(ft) Qo —TM Groundwater Elevation Contour Line r` (Dashed Where Inferred) 1 N CD Groundwater Elevation Flow Direction 11 Property Line 0 yi�Hu� r ►�q y Z Q '00♦� �� MNM2 UST i Q i i 1,289.14'oiLIST ILL m �C L1,R• ♦ .r 1,290.11 .�_. ��_� �� Possible access paths, ♦ requires clearing south of a RE G WALL ■ residence r co •♦ C� i / Proposed o a m : t / �<C/ / i M po S • •♦ MW-6 z it ♦ Q O z p M W�/ • U w � / N MOODY' 1,287.66 o GRO RY Q Z / > _ Residence W ' wwQo w wUp � z QIY � � i z � t� • LL � 0 1 / w O0OQ W 04 WSW-1 0/ Of 0 C� rn U - WRY- ''�� �•• N .'Z • 1,286.41 Proposed E ^w MW-7 0 2 c� O M O 0 25 5U E O L APPROXIMATE SCALE IN FEET w � U o O z 0 0 N dL•♦ co ~ LEGEND N ' uNj O GCL 00 � LO Constituent of Concern 2L Standards Standards C 0 rn Benzene 1 5,000 a Toluene 600 260,000 LEGEND U Ethylbenzene 600 80,000 Total Xylenes 500 50,000 U, Diisopropyl ether 70 70,000 Elk Monitoring Well Location 1,2-Dibromoethane(EDB) 0.02 50 Water Supply Well Location® co1; Naphthalene 6 6,000 w N 1,2-Dichloroethane 0.4 400 NS Not Sampled o 1,2,4-Tri methylbenzene 400 28,500 —--— Property Line 111 o N C_ O 6 z t r W O • ` O// Z U = `O y1 U) H o UST C 421 MW-2 LIST NS mLL � W Z / I UST ; USTIMW-1;� ; MW-1 , , , IIN- 12/28/2022 v w m � a Benzene 167 N -Z' /MNWS-g Q RETAINING WALL Naphthalene 7.6 z z Cj / 1,2-Dichloroethane 8.8 o �i" / •, Z Q U MW- MW-5 >- � wZ) 04D C) � o01/13/2023 GROCERY w Benzene 9,350 cc Q ° o / Toluene 5,790 CD o } o ° WSW-1 Ethylbenzene 675 D o o w W 01/13/2023 Total Xylenes 5,320 ° 0 CN � U Diisopropyl ether 2,240 Constituents not detected in excess \ j, 1,2-Dibromoethane (EDB) 152 of 2L stand rds WSW-1 Naphthalene 300 g 5 1,2-Dichloroethane 650 ,8 N W Zz a 1,2,4-Trimethylbenzene 747 0 LU W N O C9 Z W W W >J O 0 Y U Z MW-4 a MW-4 z a 01/13/2023 0 3 CL Z Constituents not detected in excess 111 U of 2Lstandrds 0 25 50 a w o 3 Z X Z Z O O Q Z) 0 J APPROXIMATE SCALE IN FEET w t it -j 0 Z N PO ROY COOPER Governor ELIZABETH BISER Secretary Waste Management MICHAEL SCOTT ENVIRONMENTAL QUALITY Director July 2, 2024 Ms. Liz Price Hydrogeologist DWM UST Section 1637 Mail Service Center Raleigh, NC 27699-1637 RE: State-Lead Acceptance Moody's Grocery 912 Old Highway 21 State Road, Wilkes County, NC 28676 Incident Number 11910 Dear Mr. Ryals I am/We are the owner(s) of a parcel of property, located at or near the incident in question, and hereby permit the Department of Environment Quality (Department) or its contractor to enter upon said property for the purpose of conducting an assessment and/or remediation of the groundwater and/or soils under the authority of G.S. 143-215.94G. I am/We are granting permission with the understanding that- 1. The investigation shall be conducted by the UST Section of the Department's Division of Waste Management or its contractor. 2. The costs of construction and maintenance of the site and access shall be borne by the Department or its contractor in accordance with the acceptance of the site into the State-Lead Program. The Department or its contractor shall protect and prevent damage to the surrounding lands. Any damages will be restored by the Department or its contractor to as close to the pre-work condition as practicably possible. 3. Unless otherwise agreed, the Department or its contractor shall have access to the site by the shortest feasible route to the nearest public road. The Department or its contractor will notify the landowners 48 hours prior to entry and may enter upon the land at reasonable times and have full right of access during the period of the investigation. 4. Any claims which may arise against the Department, or its contractor shall be governed by Article 31 of Chapter 143 of the North Carolina General Statutes, Tort Claims Against State Departments and Agencies, and as otherwise provided by law. 5. The information derived from the investigation shall be made available to the owner upon request and is a public record, in accordance with G.S. 132-1. Nothing Compares!:-_,- State of North Carolina I Environmental Quality I Waste Management 1646 Mail Service Center 1217 West Jones Street I Raleigh,NC 27699-1646 919 707 8200 T I 6. The activities to be carried out by the Department or its contractor are for the primary benefit of the Department and of the State of North Carolina. Any benefits accruing to the owner are incidental. The Department or its contractor is not and shall not be construed to be an agent, employee, or contractor of the landowner. 7. I/We agree not to interfere with, remove or any ways damage the Department's well(s) or its contractor's well(s) and equipment during the investigation. Sincerely, 7f, oil Signature Type rint Name of Owner or Agent _ (336) G9c) q Phone Number 934 Old Highway 21 Address State Road, North Carolina 28676 City/State/Zip Code 17Lz 2� Date RE: Moody's Grocery 912 Old Highway 21 State Road, North Carolina 28676 Incident Number 22446 MQy pIQr-Q- wgi�s I,„ woods Nothing Compares!�-� bof-�� l h State of North Carolina I Environmental Quality I Waste Management 1646 Mail Service Center 1 217 West Jones Street I Raleigh,NC 27699-1646 919 707 8200 T TYPICAL MONITORING WELL CONSTRUCTION DETAILS FLUSH GRADE MANHOLE CROSS SECTIONAL VIEW NOT TO SCALE MW-6 LOCKABLE WELL CAP PROTECTIVE CASING AND CONCRETE PAD Li CASING MATERIAL Steel CASING DIAMETER 8 inches .......... ......... .................... ........... CASING LENGTH 12 inches ...................... r...... PAD DIMENSIONS 2 feet x 2 feet HEIGHT ABOVE GROUND flush mounted WELL CASING MATERIAL sch 40 PVC DIAMETER 2 inches JOINT TYPE flush threaded LENGTH 35 feet L2 BACKFILL AROUND CASING MATERIAL cement grout THICKNESS 35 feet SEAL TYPE OF SEAL bentonite L4 THICKNESS 2 feet FILTER PACK TYPE OF FILTER #2 silica sand DISTANCE ABOVE SCREEN 2 feet WELL SCREEN L3 . . . SCREEN MATERIAL sch 40 PVC DIAMETER 2 inches LENGTH 15 feet SLOT SIZE 0.010 inches DEPTH TO BOTTOM OF MONITORING WELL 50.0 feet . . . . . . . . DEPTH TO BOTTOM OF BOREHOLE 50.0 feet Ll = 0.3 FT. L2= 35 FT. DIAMETER OF BOREHOLE 8.25 inches L3= 15 FT. L4=— 50 FT. TITLE Monitoring Well Diagram Iff (Example) IffAkT(.XF Moody's Grocery 7606 Whitehall Executive Center Drive 934 Old Highway 21 Charlotte, North Carolina 28273 State Road, NC 28676 FILE PREP. BY REV. BY DATE PROJECT NO. I SMA 1 7/3/2024 STL2244601 TYPICAL MONITORING WELL CONSTRUCTION DETAILS FLUSH GRADE MANHOLE CROSS SECTIONAL VIEW NOT TO SCALE MW-7 LOCKABLE WELL CAP PROTECTIVE CASING AND CONCRETE PAD Li CASING MATERIAL Steel CASING DIAMETER 8 inches .......... ......... .................... ........... CASING LENGTH 12 inches ...................... r...... PAD DIMENSIONS 2 feet x 2 feet HEIGHT ABOVE GROUND flush mounted WELL CASING MATERIAL sch 40 PVC DIAMETER 2 inches JOINT TYPE flush threaded LENGTH 26 feet L2 BACKFILL AROUND CASING MATERIAL cement grout THICKNESS 26 feet SEAL TYPE OF SEAL bentonite L4 THICKNESS 2 feet FILTER PACK TYPE OF FILTER #2 silica sand DISTANCE ABOVE SCREEN 2 feet WELL SCREEN L3 . . . SCREEN MATERIAL sch 40 PVC DIAMETER 2 inches LENGTH 15 feet SLOT SIZE 0.010 inches DEPTH TO BOTTOM OF MONITORING WELL 41.0 feet . . . . . . . . DEPTH TO BOTTOM OF BOREHOLE 41.0 feet Ll = 0.3 FT. L2= 26 FT. DIAMETER OF BOREHOLE 8.25 inches L3= 15 FT. L4= 41 FT. TITLE Monitoring Well Diagram Iff (Example) IffAkT(.XF Moody's Grocery 7606 Whitehall Executive Center Drive 934 Old Highway 21 Charlotte, North Carolina 28273 State Road, NC 28676 FILE PREP. BY REV. BY DATE PROJECT NO. I SMA 1 7/3/2024 STL2244601