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HomeMy WebLinkAboutWM0801138_Application_20190731CESQNCa June 28, 2019 Eric Rice North Carolina Department of Environmental Quality Division of Water Resources Raleigh Regional Office 3800 Barrett Drive Raleigh, North Carolina 27609 CES of NC, PLLC 301 McCullough Drive, Suite 400 Charlotte, North Carolina 28262 704.909.2911 [office] 540.343.6259 [facsimile] RE: MONITORING WELL PERMIT APPLICATION GPM 3035 (FORMER SCOTCHMAN #35) 7162 MARKET STREET WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA NCDEQ UST INCIDENT NO.: 32152 Dear Mr. Rice: On behalf of GPM Southeast, LLC, Crawford Environmental Services of North Carolina, PLLC is submitting the enclosed "Application for Permit to Construct a Monitoring or Recovery Well System". If you have any questions, please contact us at (540) 343-6256 or (704) 909-2911. Sincerely, Crawford Environmental Services of North Carolina, PLLC i Aaron Williamson Daniel J. Fisher, PMP Project Manager Director of Mid -Atlantic Operations enclosure 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: 6/18/19 2. County: New Hanover 3. 4. 5. 6. 7. 8. 9. 10 FOR OFFICE USE ONLY PERMIT NO. ISSUED DATE What type of well are you applying for? (monitoring or recovery): Monitoring Applicant: GPM Southeast, LLC Telephone: +1 804 730 1568 Applicant's Mailing Address: 8565 Magellan Parkway, Suite 400, Richmond, VA 23227 Applicant's Email Address (if available): Contact Person (if different than Applicant): Crawford Environmental Services Telephone: 540-343-6256 Contact Person's Mailing Address: 1701 Shenandoah Avenue NW, Roanoke, VA 24017 Contact Person's Email Address (if available): Property Owner (if different than Applicant): NCDOT (Right -of -Way) Telephone: 910-341-2042 Property Owner's Mailing Address: 5501 Barbados Boulevard, Castle Hayne, NC 28429 Property Owner's Email Address (if available): _ Property Physical Address (Including PIN Number Citv Wilmington Closest parcel: 7162 Market Street, PIN# R04405-001-003-000 _County New Hanover Zip Code 28405 Reason for Well(s): Groundwater assessment (ex: non -discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.) Type of facility or site for which the well(s) is(are) needed: Former UST (ex: non -discharge facility, waste disposal site, landfill, UST, etc.) Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s). NCDEQ UST Incident No. 32152 11. Type of contaminants being monitored or recovered: Petroleum hydrocarbons (ex: organics, nutrients, heavy metals, etc.) 12. Are there any existing wells associated with the proposed well(s)? If yes, how many? No (Destroyed/Abandoned) Existing Monitoring or Recovery Well Construction Permit No(s).: N/A 13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): <25 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: Regional Probing Services Certification No.: NC 3322-A Well Contractor Address: PO Box 1161, Wake Forest, NC 27588 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? material: Two (2) Locking Expandable Plug 3. Number of wells to be constructed in bedrock: 0 6. Estimated beginning construction date: 7/1/19 4. Total Number of wells to be constructed: 2 7, Estimated construction completion date: 8/1/19 (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 Nort 'Carolina Administrative Code, Subchapter 2C) and accepts full responsibility for compliance with these les Signa ❑Applicant or *Agent Title of Applicant or *Agent w * 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 encroachment agreement 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 AR Rev. 3-1-2016 WELL ID: INSTALL DATE: PROJECT: PROJECT NUMBER: WELL CONSTRUCTION MW-1R & MW-5R TBD GPM 3035 LOCKABLE EXPANDING PLUG PROTECTIVE COVER MATERIAL DIAMETER LENGTH SETTING DIMENSIONS HEIGHT ABOVE GROUND WELL CASING / RISER MATERIAL DIAMETER LENGTH JOINT TYPE ANNULAR FILL MATERIAL THICKNESS ANNULAR SEAL TYPE THICKNESS FILTER PACK TYPE DISTANCE ABOVE SCREEN WELL SCREEN MATERIAL DIAMETER LENGTH SLOT SIZE DEPTH TO BOTTOM OF WELL DEPTH TO THE BOTTOM OF FILTER SAND BOREHOLE DIAMETER L1 = 0.25 feet L2 = 10 feet L3 = 10 feet L4 = 20.25 feet CRAWFORD NVIRONMENTAL SERVICES steel 8 inches 1 feet 2.0x2.0x0.5d feet 0 feet polyvinyl chloride (PVC) 2 inches 10 feet locking thread Grout cement 6 feet Sodium-bentonite (granular) 2 feet #2 filter sand 2 feet PVC 2 inches 10 feet 0.01-inch horizontal slot 20 feet 20.25 feet 8 inches MW-8 a w Qf I— V) Y Q v Q 3 x c� MW-9 I x e MIDDLE SOUND LOOP \ ROAD I — ROPER oZ MW-10 w — _ x GRASS i ♦ _ AS-1 — — I GRASS SVE-2 MW-7 GRASS ® FORM�R FORMER ISVE-1 I GASOLINE DIESEL DISPENSER DISPENSER I j' PB-, 10 10 MW-4 I I AS-3 I ® ISVE-3 GRASS ♦ MW�20I 159 I AS-2 FORMER SVE-15i ®SVE-4 G MW 1 I 0ASOLINE DISPENSER O IESEL I UST GRASS CLOSED IN PLACE) i S E I I MW-601 � I FORMER UST BASIN i MW 5 L----_j AS-4 0MW-1 1 — GRASS 2 � I +IBtlSE DEMOLISHED /", I FORMER I I z SCOTCHMAN #3035 I U (FOUNDATION REMAINS) — _ I CONC. PAD SFORMER I YSTEM TPA'1./ Ir FHED / _: R BUSE — / / DEMOLISHED / —J CFES@NC.9 LEGEND CLIENT: GPM Investments, LLC Mw-1 0 Monitoring Well (Shallow) 7162 Market Street Figure 2 MW-2 ® LOCATION: Monitoring Well (Deep) Wilmington, North Carolina AS-1 ♦ Air Sparge Well Former Scotchman #3035 SVE-10 Soil Vapor Extraction Well 0 15, 30' 60' eO? Utility/Power Pole I Site Map —OHE— Overhead Electric Line 1 inch equals 30 feet EOP End of Pavement Groundwater Monitoring Report STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR June 13, 2019 Aaron Williamson Project Manager Crawford Environmental Services, Inc. 1701 Shenandoah Ave NW Roanoke, VA 24017 JAMES H. TROGDON III SECRETARY Subject: Encroachment Agreement (E033-065-19-00169) to install 2 groundwater monitoring wells at the intersection of Market Street and Middle Sound Loop Road Dear Mr. Williamson, Attached for your files is an executed copy of the Encroachment Contract Agreement which covers the proposed installation of the above Subject. Please do not begin any of the actual relocations of your facilities until a Utility Relocation Scheduling Conference (URSC) has been held. Please coordinate with Mr. Daniel Waugh, Resident Engineer -Wilmington or his designated representative at (910) 398-9100 to arrange for a URSC meeting within ten (10) working days of receipt of this correspondence and prior to beginning the actual utility relocations. If your company is using a contractor/ sub -contractor, then the contracting company must attend the URSC meeting. A schedule should be determined in this Conference that will be suitable for all. After a schedule has been determined, you should diligently pursue installing your facilities and adhering to the schedule. Please ensure that all necessary right of way and environmental permits are secured to accommodate your proposed work. This could delay your work start and end dates as reflected above. If your work is delayed by these types of issues, the department, in coordination with your staff will develop new work timelines. Take note that the installation of any utility is subject to the environmental rules and regulations of the State of North Carolina. Violation of the NC Sedimentation Pollution Control Act, Clean Water Act, NC Coastal Management Act, or other environmental commitments outlined in the projects permits will not be tolerated and may result in work stoppage, penalties, and/or construction delays. Mailing Address: Telephone: 910-341-2000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (910) 675-0143 5501 BARBADOS BOULEVARD DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE, NC 28429-5647 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28428 A copy of the fully executed encroachment agreement which includes Division 3's Encroachment Agreement Standard Conditions, is required to be on site when work is performed. Work is being conducted in a designated night work only area. If a traffic lane closure is needed traffic lanes will only be closed during the hours of 9:00 pm and 5:00 am. A Continuing performance and Indemnity Bond (106991688) posted with the North Carolina Department of Transportation is hereby obligated to cover work under this encroachment agreement. This approval is subject to this work being done in accordance with the attached plan sheets. Be advised that this encroachment falls within the limits of NCDOT Transportation Improvement Project (TIP) U-4751 currently under construction. Any encroachment work performed by your company that conflict with the construction of this project shall be removed and/or relocated at the owner's expense. Once work has been completed, inspected, and approved by an authorized NCDOT inspector, an electronic copy of "As Built" plans (noted with any changes) sealed, signed, and dated by a licensed North Carolina Professional Engineer, should be submitted to the Division 3 Utilities Coordination Office for their files. Failure to submit the "As Built" plans within two weeks after completion of construction will result in automatic revocation of this encroachment. Thank you for your cooperation in this matter. Sincerely, I/DocuSigned by: f�.Orvnr2 �±�L 4494B7BC702E4D4... Lonny Sleeper Division Utility Engineer cc: Daniel Waugh, PE, Resident Engineer -Wilmington Encroachment# E033-065-19-00169 ROUTE US 17 and SR 1403 PROJECT TIP U-4751 STATE OF NORTH CAROLINA COUNTY OF New Hanover DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT FOR NON -UTILITY ENCROACHMENTS ON -AND- PRIMARY AND SECONDARY HIGHWAYS Crawford Environmental Services, Inc. 1701 Shenandoah Ave NW, Roanoke, VA 24017 704-909-2911 THIS AGREEMENT, made and entered into this the 13th day of June , 20 19 , by and between the Department of Transportation, party of the first part; and Crawford Environmental Services, Inc. party of the second part, WITNESSETH THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) US17 and SR 1403 located Within 100 feet west of the intersection of Market St and Middle Sound Loop Road with the construction and/or erection of: Two groundwater monitoring wells mounted flush with grade 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 party 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 party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights, Flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices for Streets and Highways 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 party 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 party of the second part agrees to restore all 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 installation 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 party of the first part. That the party 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 party 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 the 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 party of the first part when all work contained herein has been completed. Unless 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 all 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 R/W 16.1A (January, 1981) RA(V (161A) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (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. ^^Ds DEPARTMENT OF TRANSPORTATION BY: D r'816N UTILITY ENGINEER ATTEST OR WITNESS: C.fO�ar� �115 ircnr��YU�S Lro✓�rd E'r►v,f dnnen �. ( Svd�c� Zrec. �O�eSS� d't,�� P1aj ec J`ter„ti g-�r- 704-909-2911 704-909-2909 Second Party 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 Manager of Right of Way. 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. 8. Horizontal alignment indicating general curve data, where applicable. 9. 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.