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HomeMy WebLinkAboutWM0401458_This is the application_20230628NORTH 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. Date: 6/23/2023 2. County: FOR OFFICE USE ONLY PERMIT NO. ISSUED DATE 3. What type of well are you applying for? (monitoring or recovery): Monitoring 4. Applicant: Huffman Oil Company; James Barnwell Telephone: 336-227-8881 Applicant's Mailing Address: P.O. Box 730 Burlington, NC 27216 Applicant's Email Address (if available): ibarnwe113(o)huffmanoil.net 5. Contact Person (if different than Applicant): Wayne Watterson Telephone: 336-288-7180 Contact Person's Mailing Address: 8646 W. Market Street, Suite 105, Greensboro, NC 27409 Contact Person's Email Address (if available): wwatterson(a�smeinc.com 6. Property Owner (if different than Applicant): N.C. Department of Transportation Telephone: 336-487-0000 Property Owner's Mailing Address: Division Engineer's Office P.O. Box 14996 Greensboro, NC 27415 Property Owner's Email Address (if available): warcher(a�ncdot.gov Wright R. Archer, 111, P.E. Division Engineer 7. Property Physical Address (Including PIN Number) 10475 US Highway 158 (Parcel No. 170538) City Reidsville County Rockingham Zip Code 27320 8. Reason for Well(s): Groundwater Contamination (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: 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). 10475 US Highway 158: LUST Incident No. 47755, McCollum Shell 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? Yes (six) Existing Monitoring or Recovery Well Construction Permit No(s).: NA 13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): 75 14. Are there any water supply wells located less than 500 feet from the proposed well(s)? Yes If yes, give distance(s): 250, 270, 480 feet 15. Well Contractor: Innovative Environmental Technologies, Inc. Certification No.: 3287-A Well Contractor Address: 232 Hiahwav 49 South. Concord. NC 28025 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 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? 2'x2' concrete material: One : MW-6; Bolt -down cover, locked ex Landable cap _ 3. Number of wells to be constructed in bedrock: 0 6. Estimated beginning construction date: Jule 2023 4. Total Number of wells to be constructed: One 7. Estimated construction completion date: 7/31/23 _ (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 A cant assUotalonsibility for ensuring that the well(s) will be located, constructed, maintained, and abandoned in accordance with 15A NCAC 02C.Agent for Owner Signature Applicant or Agent Title of Applicant or *Agent _ Lvndal Butler S&ME Inc. * 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 well(s) as outlined in this Well Construction Permit application and acknowledges that it shall be the responsibility of the Applicant to ensure that the well(s) will be located, constructed, maintained, and abandoned in accordance with 15A NCAC 02C. cSee attached siuned Encroachment hcreement _ NC De ,artment of Transi ortation 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) 776-9797 ti Vr Pi�in�br; r �'�Ilr GW-22M/R (Rev. 5-26-2022) 5TATE,' STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR June 6, 2023 Rockingham County J. ERIc BOYETTE SECRETARY SUBJECT: Encroachment Agreement- Huffman Oil Company-McCollum's Grocery - Approval to install a monitoring well for environmental assessment near McCollum's Grocery at address 10475 US 158. -E073-079-23-00223- James Barnwell, V.P. Retail Huffman Oil Company P.O. Box 730 Burlington, NC 2216 Dear Mr. Barnwell, Attached is a Right of Way Encroachment which has been properly executed. The Department of Transportation does not guarantee the right of way on this road, nor will it be responsible for any claim for damages brought by any property owner by reason of the installation. Approval is contingent upon adhering to the attached special provisions. If you need additional information, please contact Clint Foulks at the Reidsville District Office at 336- 520-6060 or dcfoulks@ncdot.gov. Sincerely / W.R. Archer, II1, PE !� Division Engineer WA/j j Attachments Cc: J.R. Julian, District Engineer Mailing Address: Telephone: (336)487-0000 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1584 YANCEYVILLE ST. DIVISION ENGINEER'S OFFICE FAX: (336) 334-3637 GREENSBORO, NC 27405 PO BOX 14996 Websile: www.nedot.gov GREENSBORO, NC 27415 ev-?3071z3"?Z3 REGTA 1 �H CAROLINA ROUTE NC-158 PROJECT McCallum's Grocery COUNTY OF Rockingham DEPARTMENT OF TRANSPORTATION RIGHT OF 0A ENT AGREEMENT FO N UTILITY EN,, eROACHM T N -Al NO � , ll S� 6NElAV i Al Huffman Oil Company DIVISI()N OF 1II61W.- P,0. Box 730, Burlington, NC 2215-0730 DISTRICT ENGINEERS OFFICE THIS AGREEMENT, made and entered into this the day of 3 k;.J 20 by and between the Department of Transportation, party of the first part, and Huffman oil Company party of the second part, WITNESSFTH THAT WHEREAS, the party of the second part desires to encroach on the right of way S the public road designated as Route(sj AtE'-158 located on the south side of tiC-158 adjacent to the eastbound lane with the construction anftr erection of: One monitoring well as shown on the attached plans, for the purpose of environmental assessment. WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the patty of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the first part That the parry of the second part agrees to provide during construction and any subsequent maintenance proper signs, signai lights, Bagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform_rraffia ontro..l for Streets and Hi hwa s and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer of the party of the first part That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment. It is clearly understood by the patty of the second part that the party of the first part will assume no responsibility for any damage that may be caused to such facilities, within the highway rights of way limits, in carrying out its construction and maintenance operations. That the parry of the second part agrees to restore Ali areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any insta3lation or maintenance operation disturbs the ground surface and existing ground cover, the parry of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the parry of the first part, That the patty of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the Division Engineer of the party of the first part. That the parry of the second part agrees to have available at the encroaching site, at all times during construction, a copy of this agreement showing evidence of approval by tale party of the first part. The party of the first part reserves the right to stop all work unless evidence of approval can be shown, Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part agrees to give written notice to the Division Engineer of the patty of the first part when all work contained herein has been completed. lltaiess specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will not be required, That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves the right to stop a€i work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the first part, That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part, FORM R1W 16.1A (Revised February 2021) RAN (161A) : Party of the Second Part certifies that this agreement is true and accurate copy of the form RMf (161A) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. DEPARTMENT OF TRANSPORTATION BY, DIVISION ENGINEER INSTRUCTIONS When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of the State Utilities Manager. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature. When the applicant is not a corporation, then his signature must be witnessed by one person. The address should be included in this agreement and the names of all persons signing the agreement should be typed directly below their signature. This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the following applicable information: 1. All roadways and ramps. 2. Right of way lines and where applicable, the control of access lines. 3. Location of the proposed encroachment. 4. Length and type of encroachment. 5. Location by highway survey station number. If station number cannot be obtained, location should be shown by distance from some identifiable point, such as a bridge, road, intersection, etc. (To assist in preparation of the encroachment plan, the Department's roadway plans may be seen at the various Highway Division Offices, or at the Raleigh office.) 6. Drainage structures or bridges if affected by encroachment. 7. Typical section indicating the pavement design and width, and the slopes, widths and details for either a curb and gutter or a shoulder and ditch section, whichever is applicable. B. Horizontal alignment indicating general curve data, where applicable g. Vertical alignment indicated by percent grade, P.I. station and vertical curve length, where applicable 10, Amount of material to be removed and/or placed on NCDOT right of way, if applicable. 11. Cross -sections of all grading operations, indicating slope ratio and reference by station where applicable. 12. All pertinent drainage structures proposed. Include all hydraulic data, pipe sizes, structure details and other related information. 13. Erosion and sediment control. 14. Any special provisions or specifications as to the performance of the work or the method of construction that may be required by the Department must be shown on a separate sheet attached to encroachment agreement provided that such information cannot be shown on plans or drawings. 15. The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation included in this agreement. 16. Method of handling traffic during construction where applicable. 17. Scale of plans, north arrow, etc. ZZ9UZ'ON1:)afoad 3w-?8s eulIOJuD y:PoN 'AlunOD WeLANDOu f 'apinspiay ' 99 4 AMH 9Lb0 6 �, � ;uawq:)eoa3u3 Aimin-uoN aol;uawaaj6d;uawq:)eoiDU3 AeM p;g61-d 0)� P 9 P-7 MW-2* >! O v vp-5 P-4 V Y p_1 P_6v . PP 2� � W-1 • 14 DW-1 1 — MW-4 P 8 - 3A P-10 MW-5 �y5158 Right -of -Way 28Ft U5�5a ` MW 6 M W-6 N M W-3 tw-, +# \5516m 4 SOURCES: 2018 AERIAL PHOTOGRAPHS AND 2020 ROCKINGHAM COUNTY, NC PARCEL DATA OBTAINED AND DOWNLOADED FROM NC ONEMAP. LEGEND MONITORING WELL LOCATION PRODUCT LINE © DISPENSER 0 20 90 iA TANK IDENTIFICATION { SOIL BORING LOCATION Fy PROPOSED MONITORING WELL LOCATION GRAPHIC SCALE (IN FEET) PROPOSED MONITOR WELL LOCATION SCALE: FIGURE N 4 Incident No. 47755 AS SHOWN DATE: McCOLLUM SHELL MAY 2023 2 10475 US HIGHWAY 158 PROJECTNUM8FR REIDSVILLE, NORTH CARLINA 213522 EXAMPLE COMPLETION REPORT OF WELL Sheet 1 of 1 PROJECT: McCollum's Grocery PROJECT NO: 213522 WATER LEVEL: PROJECT LOCATION: 10475 Hwy 158, Reidsville. North Carolina LATITUDE: DRILLING CONTRACTOR: LONGITUDE: DRILLING METHOD: TOP OF CASING ELEVATION: DATE COMPLETED: DATUM: LOGGED BY: STRATA WELL x ❑ o m DETAILS * -r:i WELL CONSTRUCTION DETAILS DESCRIPTION ❑ uj } to W ❑ J J ui PROTECTIVE CASING 0 0.00 GS Diameter: Type: Interval: RISER CASING 5 Diameter: 2" Type: Interval 0.3 - 15.0 GROUT Type: Grout 10 Interval: 0.3 - 12.0 12.00 SEAL Type 3/8 in. holeplug 14.00 Interval: 12.0 -14.0 15 -: ` 15.00 FILTERPACK Type: #2 Sand Interval: 14.0 - 30.0 20 SCREEN Diameter: 0.010 Type: PVC Interval: 15.0 - 30.0 25 0 a LEGEND U H FILTER PACK TOC TOP OF CASING 30 30.00 BENTONITE GS GROUND SURFACE ■ BS BENTONITE SEAL ® CEMENT GROUT BOC BASE OF OUTER CASING a TSC TOP OF SCREEN ® FORMATION BSC BOTTOM OF SCREEN 4 1 STATIC WATER LEVEL TD TOTAL DEPTH W N M Q CG CEMENTGROUT J COMPLETION REPORT OF o SWE MONITORING WELL ENAPONME ALSERRVICES Sheet 1 of 1 May 25, 2023 North Carolina Department of Transportation Division 7, Right of Way Office 1101 E. Wend over Ave. Suite 200 Greensboro, North Carolina 27405 Attention: Mr, Alan Rothrock aianrothrock@ncdot.00v Reference: Right -of -Way Encroachment Agreement for Non -Utility Encroachment on Primary and Secondary Highways (Revision 01) McCollum's Grocery; Incident No. 47755 10475 Hwy 158 Reidsville, Rockingham County, North Carolina S&ME Project No. 213522 Dear Mr. Rothrock: S&ME, Inc. (S&ME) is under contract with Huffman Oil Company to perform assessment of a petroleum release from an underground storage tank (UST) release associated with North Carolina Department of Environmental Quality (NCDEQ) UST Incident No. 47755. The release was discovered on March 16, 2022. Based on a review of the Rockingham County Geographic Information website, the subject incident is located on the property addressed as 10475 US Hwy 158, Reidsville, North Carolina and identified by Parcel Identification Number (PIN) 7972-03-30-8930-00; hereinafter referred to as the subject property (see attached Figure 1). As part of the assessment activities, S&ME is requesting an encroachment in the NCDOT right-of-way, south of NC-158 (see attached Figure 2) to install a monitoring well. This work is being performed at the request of the NCDEQ. S&ME, Inc. (S&ME) proposes to install one groundwater monitoring well as part of our tasks for this project. The monitoring well is needed to assess groundwater quality near the location where groundwater contamination is present. The following information is our proposed location and description for the groundwater monitoring well: Installation of one monitoring well on the NCDOT Right -of -Way southwest of NC 158. The location of the proposed monitoring well is shown on the attached Figure 2. The groundwater monitoring well will be advanced to a depth of approximately 40 feet below ground surface. The groundwater monitoring well will be two-inch diameter flush -mount monitor well finished at the surface with a square concrete pad measuring two feet by two feet (see attached diagram and photograph). S&ME will utilize a North Carolina licensed driller to install the monitoring well; The field crew will have the proper signage, traffic cones and number of personnel necessary to safely perform work and monitor and/or direct traffic if needed; Investigative derived waste (drill cuttings) generated during the installation of the monitor well will not be placed on the NCDOT right of way; S&ME will contact the District Engineer prior to the start of work to notify of the anticipated start date; S&ME, Inc. 18646 West Market Street, Suite 105 1 Greensboro, NC 27409 1 p 336,288.7180 1 www.smeinc.corn i i r Right of Way Encroachment Agreement for Non -Utility Encroachment i on Primary and Secondary Highways (Revision 01) McCollum's Grocery; Incident No. 47755 10475 Hwy 158 Reidsville, Rockingham County, North Caro3ina S&ME Project No. 213522 S&ME will contract a private utility locator and also use NC One Call to mark out subsurface utilities prior to commencing worm. The installation of the monitoring well will take less than one day to complete. We anticipate that S&ME personnel may occasionally return to the monitoring well to collect groundwater samples, at the direction of NCDEQ. Please find enclosed one original of North Carolina Department of Transportation (NCDOT) form R/W 16.1A Right of Way Encroachment Agreement for Non -Utility Encroachments on Primary and Secondary Highways, which was obtained from the NCDOT website and signed by a representative of Huffman Oil Company. Also included are four copies of our package which includes a figure showing the proposed location of the groundwater monitor well, a diagram of a typical monitor well construction, figure of the approximate location of the proposed monitoring well location and an example of a completed flush mount monitoring well. Please contact us if you have any questions about this project or require additional information. Sincerely, S&ME, Inc. Cody McMechen, G.I.T. Wayne Watterson, P.E. Staff Professional Principal Engineer cmcmechen@smeinc.com wwatterson@smeinc.com Attachments: Attachment I- NCDOT Form R/W 16.1A Attachment II- Figures Attachment III- Diagram of a Typical Flush -Mount Monitoring Well Attachment IV- Photographs May 25, 2023 )j a �� ��. ` •'�i r � P td7��b"-.�� � �Ad� 'fr h��i+..�" is`. �"'� S�i,- '� �Rfi r 500 74 e 11 5 r r t '+� a • T 500, WSW-10 WSW-4 SW-1 3 A t I'll\ �p 9 �� 0 s 5 !,, `'WSW-2 '�✓ �5$ WSW-8*7 �� �v S:ROW '��, .Ily • � � v ��. `x a fii bit SW-9 , W'w WSW-13 z IVA az f q... Mg .N 71 Or ? ----- -- —� SOURCES: 2018 AERIAL PHOTOGRAPHS AND 2020 ROCKINGHAM COUNTY, NC PARCEL DATA OBTAINED AND DOWNLOADED FROM NC ONEMAP. LEGEND 0 APPARENT WATER SUPPLY WELL STRUCTURE NOTE: WELL INFORMATION SUMMARIZED ON TABLE 1 ® WATER METER wsw-1 - CONFIRMED WELL IDENTIFICATION 0 400 800 GRAPHIC SCALE (IN FEET) RECEPTOR MAP McCOLLUM SHELL 10475 US HIGHWAY 158 REIDSVILLE, NORTH CARLINA SCALE: FIGURE NO. AS SHOWN DATE: MAY 2023 4 PROJECT NUMBER 213522