ADDENDUM 1 ARFQ DEP26-01.pdf

PDF 6 MB Posted Aug 11, 2025

Attached to: OSR Royal Coal Company P-688
Solicitation number: ARFQ-0313-DEP2600000001-2
Issued by: Calhoun County, West Virginia

About this file

Written by GovTribe AI · Aug 13, 2025

This document is an Addendum (#1) for a West Virginia Department of Environmental Protection (WVDEP) Office of Special Reclamation solicitation for the Royal Coal Company Permit #P-688 located in Fayette County, West Virginia. The solicitation (ARFQ DEP2600000001) involves demolition, encapsulation, and reclamation work at a former coal mining site, with a bid close date extended from 8/13/25 to 8/26/25. The project includes removing concrete structures, encapsulating rubble, regrading ponds, installing silt fences, creating log barricades, and revegetating areas. The engineer's revised estimate for the project is $841,193, and the work encompasses both lower and upper site areas with various specific tasks such as removing silos, rail loading/unloading facilities, conveyor tunnels, and managing woody debris.

The solicitation includes detailed technical specifications for concrete structure removal, with requirements for breaking down concrete to no more than 4 feet in any direction, burying rubble with at least 12 inches of soil, and ensuring proper vegetation. The contractor must submit a demolition plan certified by a West Virginia licensed professional engineer for WVDEP approval. The project involves multiple site-specific challenges, including narrow roadways, coordination with the West Virginia Department of Transportation, and working near National Park Service property. The work will be paid as a lump sum, with the contractor responsible for site preparation, mobilization, quality control, and up to three seedings of disturbed areas.

View the file

Other files

File	Type	Posted
ARFQ DEP26-01 OSR Royal Coal Company P-688-T&C (1).pdf	PDF	Aug 11, 2025
Final_ARFQ_0313_DEP2600000001_2_WV_ARFQ_FORM.PDF	PDF	Aug 11, 2025
ARFQ DEP26-01 Construction Forms (1).pdf	PDF	Aug 11, 2025
ARFQ DEP26-01 OSR Royal Coal Company P-688-Supplemental Specifications (1).pdf	PDF	Aug 11, 2025
ARFQ DEP26-01 OSR Royal Coal Company P-688-Drawings 05-30-25 (1).pdf	PDF	Aug 11, 2025
Final_ARFQ_0313_DEP2600000001_1_WV_ARFQ_FORM.PDF	PDF	Aug 11, 2025
ARFQ DEP26-01 OSR Royal Coal Company P-688-Specifications 06-03-25 (3).pdf	PDF	Aug 11, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AGENCY SOLICITATION NUMBER – ARFQ DEP2600000001

Addendum Number: _1___

The Purpose of this addendum is to modify the solicitation identified as (“Agency Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[x] Modify bid opening date and time

[x] Modify specification of product or service being sought

[x] Attachment of vendor questions and responses

[x] Attachment of pre-bid sign-in sheet

[] Correction of error

[] Other

Description of Modification to Solicitation:

This Addendum issued to publish and distribute the attached documentation to the vendor community.

1. Questions & answers

2. Revisions & Plan changes

3. Clarification and notes

4. Sign-in sheets

5. Move bid close from 8/13/25 to 8/26/25

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provision of the Agency Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Agency Solicitation by completing an Addendum Acknowledgement, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Addendum #1 - Questions During and After the Pre-Bid Conference for

ROYAL COAL COMPANY Permit #P-688

ARFQ DEP2600000001

The following are questions that were identified at the Pre-Bid Conference (PBC) conducted onsite on July 30, 2025, Questions provided to WVDEP Procurement, Project Clarifications and Notes, Technical Specification

Changes, and Project Plan Changes. The answers and clarifications provided herein take precedence over verbal answers at the PBC and previously provided specifications and descriptions provided in the Solicitation should there be any conflicts between the two.

Questions that were identified at the Pre-Bid Conference (PBC):

Q1: Can the equipment be mobilized to the site using state route 25 from Thurmond west to southeast using

Thurmond Road, and Mckendree Rd and crossing Stone Cliff bridge if it meets the weight requirements?

A1: The Office of Special Reclamation (OSR) is reminding and cautioning all perspective bidders of the weight requirements that are set by WVDOH. OSR has contacted the DOH and obtained permission to access from Prince northward to the site on state route 25. The successful bidder will need to contact the

DOH and obtain a permit to use McKendree Road, tramming equipment approximately 10 miles. The

DOH indicated that improvements may be made to traverse the road, but that the right-of-way is narrow and the property owner above and below the roadway is mostly the National Park Service.

Q2: How do we dispose of the water in the tunnel at the former Rail Loading/Unloading Facilities?

A2: The water will be pumped and/or discharged in a controlled fashion to prevent off-site impact. The same process will be followed for the pond removals elsewhere on the project. Per Special Provision O-

5.3.1.F, a dewatering plan must be submitted and approved prior to any release of said water.

Q3: Have you tested the water?

A3: OSR has not tested the water in the tunnel. OSR has tested the water in the ponds at the Upper Site and the water quality is good enough to remove the ponds.

Q4: Can the timber larger than 8 inches be chipped also?

A4: Yes. The timber smaller than 8 inches is to be chipped and dispersed throughout the wooded area

(within the permit boundary) in an evenly distributed manner. You can chip the timber that is larger than 8 inches in diameter so long as you continue to evenly disperse the material to avoid accumulating any piles.

Q5: Is the school bus part of the project?

A5: No, the bus owner has been asked to vacate the work site, the landowner has been notified, and the bus should not be present when the work takes place.

Q6: Who owns the surface of this permit?

A6: The current surface owner is Wilderness Land Holdings LLC.

Q7: Statement made: Assuming it doesn’t get redeemed, because the former owner has 13 months to redeem from the new owner.

A7: It is our understanding that the period to redeem the property has already been satisfied.

Q8: Can we chip woody materials larger than 4 inches or do we have to windrow them?

A8: See Answer #4.

Q9: Do you have the construction drawings (as-builts) for the concrete structures that need to be demolished?

A9: No.

Q10: Is the trash near the Rail Loading/Unloading Facilities the responsibility of the contractor to remove?

A10: Any trash you encounter on this project, will be the responsibility of the contractor to properly dispose of, and to provide OSR with a receipt from the landfill or the salvage yard as proof of the disposal. The pile of trash we walked past contains some linoleum. Technical Specification Section 14-4 contains an asbestos survey performed and the linoleum was checked and found to be without asbestos. No asbestos was found on this site as denoted in the survey found in Section 14-4.

Q11: What happens to the piles of coal inside the silos?

A11: The coal will be encapsulated along with the rubble.

Q12: Is the 12-Inch DR11 HDPE Discharge Pipe (associated with the Lower Conveyor Tunnel) paid by the foot?

A12: It is paid as a lump sum item.

Q13: Can you get a 4-wheeler up to the Lower Conveyor Tunnel Portal area?

A13: The topography and vegetation is not conducive to any motorized access. Additionally, no equipment will be permitted on the slope along, nor adjacent to, the proposed location of the 12-Inch DR11 HDPE Pipe.

Without approval from OSR, no additional roadway construction nor additional disturbance to the existing roadways in the vicinity of the 12-Inch DR11 HDPE Pipe or Lower Conveyor Tunnel Portal will be permitted.

No trees shall be cut without approval from OSR.

Q14: If vehicular traffic (other than the contractor) disturbs the refuse area that’s being seeded and the seed doesn’t grow in well, is the contractor responsible for re-seeding?

A14: As per the contract documents the contractor is responsible for up to three (3) seedings. The contractor will place log barriers upon completion of the initial seeding. Also, please note that the Upper Site area is behind a locked WVDNR gate.

Q15: Does the regrading of the Sump berm stop short of the large tree that’s left on the berm?

A15: The regrading of the Sump does not encompass the one large tree remaining on the west side of the berm. The berm will be removed and used to regrade the Sump as depicted in the plans. Note: If all of the concrete rubble is not needed to fill in the Upper Conveyor Tunnel entry, extra rubble may be placed into the Sump area.

Q16: How do we dispose of the woody debris and the logs on Upper Site area of the project?

A16: As discussed in the Lower Site portion of the project, anything 8 inches or larger will be windrowed or chipped. Anything smaller than 8 inches will be chipped and evenly dispersed including any of the woody debris within the work area that was previously cut.

Q17: Is there an engineer's estimate?

A17: Yes. The revised estimate is $841,193.

Q18: Did you say earlier that these ponds had been tested for a controlled release?

A18: Refer to the answer to Question #2.

Q19: Will the stumps be windrowed also?

A19: Yes any stumps you encounter or grub will be windrowed also.

Q20: How would you access equipment and materials to this upper site?

A20: From Rt 41 via 41/12 Chestnut Knob Rd and 25/2 Beury Mtn Rd.

Q21: Where is the mine shaft that we install the bat gate over?

A21: It’s not a shaft, but it is the Lower Conveyor Tunnel end, that’s found on Sheet 6 of the plans. From the silos on the bottom portion of the project, follow the road around the clarifier to a small field. There is a small road at the back of the field that goes uphill. Follow the existing road upslope.

Q22: Do you access the Lower Conveyor Tunnel Portal from down by the silos?

A22: Yes.

Clarifications and Notes:

1) Incidental Stone may only be used with the prior approval of the WVDEP Representative On-Site

(Inspector) per Technical Specification 7-3.

2) Pond 12 Regrade Channel –This channel is ungrouted riprap, as depicted in the detail on Plan Sheet 11.

3) The Engineer’s Estimate has been revised to reflect the corrected plans (Inclusion of commodity line 5 additio additional 200 LF silt fence below the Old Prep Plant Debris Field – Plan Sheet 5-R).

4) Technical Specification 3-1 outlines the required surveying and associated submissions to the WVDEP.

5) Technical Specification 5-14 has been revised to include the submission and WVDEP approval of a

Demolition Plan, certified by a WV Licensed Professional Engineer.

Revised Specifications:

Technical Specification 5-14 – Concrete Structure(s) Removal and Encapsulation

Plan Changes:

1) Plan Sheet 3-R – revised to reflect the inclusion of silt fence below the Old Prep Plant Debris Field.

2) Plan Sheet 5-R – revised to include silt fence below the Old Prep Plant Debris Field and a log barricade northwest of the Rail Loading/Unloading Structures.

3) Plan Sheet 8-R – revised to reflect five (5) log barricades.

E114845 Text Box

5-14 (1)-R

5-14 CONCRETE STRUCTURE(S) REMOVAL AND ENCAPSULATION

1.0 GENERAL

1.1 DESCRIPTION

To remove and properly encapsulate concrete structures as specified in the

Contract Documents.

1.2 MATERIALS

A. Materials utilized for Concrete Structure Removal and Encapsulation shall comply with all state, federal and municipal (if applicable) laws and regulations, and other agencies having jurisdiction over this activity.

1.3 EXECUTION

A. The Contractor shall coordinate with all appropriate parties regarding the removal of the concrete structures including, but not limited to, the West

Virginia Department of Transportation, Railroad, Utilities and all affected adjacent property owners.

B. The Contractor shall follow all appropriate laws and rules regarding blasting and assure that only persons which are properly certified, registered and/or trained are taking part in the activity.

C. All concrete shall be broken down to a size not to exceed four (4) feet in any direction. All reinforcing steel shall be cutoff even with the concrete. The Contractor shall take all measures necessary to prevent the ignition of vegetation due to the activities.

D. All concrete rubble shall be buried in a stable and consolidated manner in the areas as shown on the Contract Documents. A minimum of twelve (12) inches of soil shall be placed over the rubble and graded to drain and prevent ponding of water. The entire disturbed area shall be vegetated as per 6-1 Revegetation of the Technical Specifications.

E. Prior to beginning any demolition activities at the site, a Demolition Plan, certified by a Professional Engineer licensed in the State of West Virginia, shall be submitted to the WVDEP Office of Special Reclamation (OSR) for review and approval. No work on the demolition of structures shall begin without approval from OSR. The Demolition Plan shall take into account the prior instability of the site as documented in Section 14-1 of the Technical Specifications and the measures to prevent ignition of the

5-14 (2)-R refuse and/or vegetation. Any additional geotechnical investigation necessary to provide sufficient information to support the certification shall be performed at no additional cost to the WVDEP.

2.0 METHOD OF MEASUREMENT

A. The method of measurement for determining quantities for per unit bid item(s) shall include furnishing all materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment (including mobilization/demobilization), supplies, disposal costs/fees, and incidentals & appurtenances necessary to complete the work as shown on the Project Plans.

B. The method of measurement for determining quantities for lump sum bid item(s) shall include furnishing all materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, disposal costs/fees and incidentals & appurtenances necessary to complete the work as shown on the Project

Plans.

2.1 BASIS OF PAYMENT

A. Per unit bid item(s) shall be paid per unit bid and shall include the following items, which price and payment shall be full compensation for all materials, labor, equipment, disposal costs/fees and incidentals necessary to perform the work.

B. Lump sum bid item(s) shall be paid at the lump sum bid and shall include the following items, which price and payment shall be full compensation for all materials, labor, equipment disposal costs/fees and incidentals necessary to perform the work. No deduction will be made nor will any increase be made in the lump sum bid amount regardless of decreases or increases in the final total contract amount or for any other cause.

2.2 PAY ITEM

“STRUCTURE DEMOLITION AND ENCAPSULATION”, per lump sum.

END OF SECTION

SUMMARY OF QUANTITIES QUANTITY UNITS

1 LS

CONSTRUCTION LAYOUT 1 LS

QUALITY CONTROL 1 LS

SILT FENCE 1820 LF

300 LF

1 LS

INCIDENTAL STONE UPPER SITE 1000 TN

UTILITIES DIRECT BILL TO WVDEP

SITE PREPARATION 1 LS

MOBILIZATION & DEMOBILIZATION

TECHNICAL SPECIFICATION(S)

1-1 3-1 4-1 5-1 6-2 6-1 6-5, 7-1, 7-4, 10-15 10-15

9-1, 10-13, 10-14 6-3, 6-5, 7-1 5-1, 5-14, 6-1, 6-5

5-6, 9-1

7-1, 7-3

TYPE 1 REVEGETATION 6.25 AC

12-INCH DR11 HDPE DISCHARGE PIPE 1 LS

TUNNEL CONNECTION PIPING 1 LS

BAT GATE 1 LS

STRUCTURE DEMOLITION AND ENCAPSULATION

CONVEYOR TUNNEL VENT PIPE 1

POND 12 REGRADE CHANNEL

12-FOOT VEHICULAR GATE 2 EA

5-5 N/A N/A

NOTE: The quantities shown on the Summary of Quantities represent the amounts as directly measured in the plans. When bidding in WVOASIS the Commodity lines may be different amounts from the plans to accommodate any unforeseen changes in the field. Therefore, always bid on the quantities listed in WVOASIS.

5-2 ROAD MAINTENANCE 1 LS

9-1 PIPE ANCHOR 5 EA

6-5 POND 12 REGRADE 1 LS

6-5 POND 13 REGRADE 1 LS

6-5 SUMP REGRADE 1 LS

INCIDENTAL STONE LOWER SITE 100 TN 7-1, 7-3

5-15

REVISIONS

DATE: ( ):BY: SUMMARY OF QUANTITIES

3-R

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

Approximate Area of Old Prep Plant

Debris Field

Existing Sludge Thickener/Clarifier

Approximate Area of Demolition Encapsulation

Existing Silos

Rail Loading/Unloading Facilities

Pipe to be Buried under Access Road

12-Foot Vehicular Gate

Silt Fence

Log Barricade (Minimum of 3 logs)

LEGEND

Existing Prep Plant Debris

Existing Structures

Approximate Encapsulation Area

Approximate Location of Test Pits

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTE:

All concrete structures and old prep plant debris are to be demolished and broken down to a size not to exceed 4-foot in any direction. All reinforcing steel shall be cut off even with the concrete. All rubble shall be buried in the areas shown and/or within the footprint of the structure and covered with a minimum 12-inches of soil. The entire disturbed area shall be revegetated as per the specifications. Foundations for the existing concrete structures that are below the current existing grade (adjacent ground level) will not be removed nor demolished. These below existing grade portions of the structures shall be left in place as they minimize potential instability of the surrounding area(s).

Structures with earthen material inside shall be excavated to provide cover material prior to placing concrete rubble.

Test Pits showed a layer of +/-1 1/2 -inch crusher run in the rail loading/unloading structures. This material may be utilized by the Contractor to provide road stabilization as needed, so long as deleterious and all metal material is removed.

Downed Timber - All woody material eight (8) inches in diameter and larger shall be stacked adjacent to areas of excavation, situated along the slope if appropriate and placed in piles no larger than four feet high by four feet wide. All woody material smaller than eight (8) inches in diameter shall be chipped and evenly dispersed within the wooded areas adjacent to the limits of disturbance and within the permit area or removed and properly disposed of offsite. No burning is allowed on the site.

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

DEP#4

AutoCAD SHX Text

DEP#3

AutoCAD SHX Text

DEP#1

AutoCAD SHX Text

DEP#2

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

LOWER SITE PLAN - DEMOLITION & BURIAL

AutoCAD SHX Text

AutoCAD SHX Text 5-R

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:40

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

DEP#X

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

Pond 12

Pond 13

Concrete Conveyor Structure

C C'

B B'

A' B C

B' C'

Sump

Upper Conveyor Tunnel Portal

Silt Fence

Log Barricade

Refuse Area

DISTRICT: 2

MAP: 48

PARCEL: 5

OWNER: USA

CARE OF: NATIONAL PARK SERVICE

DISTRICT: 2

MAP: 40

PARCEL: 11

OWNER: STATE OF WV DEPT OF

COMM DIV OF NAT RES

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTES:

Pond 12 - Shall have the embankment and any piping removed. The embankment spoil will be utilized to regrade the pond to drain to Channel and have Channel installed as shown.

Pond 13 - Shall have the embankment and any piping removed. The embankment spoil will be utilized to fill the pond and provide positive drainage as shown.

Sump - Shall have the embankment and any piping removed. The embankment spoil will be utilized to fill the sump and provide positive drainage toward the rock face as shown.

LEGEND

Existing Structures

Approximate Refuse to be Revegetated

Log Barricade - Minimum of Three (3) Logs each

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

AutoCAD SHX Text Sump

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

UPPER SITE PLAN - RECLAMATION

AutoCAD SHX Text

AutoCAD SHX Text 8-R

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text 300'

Applicable Addendum Category:

Description of Modification to Solicitation:

Terms and Conditions:

Addendum #1 ARFQ DEP26-01 (3).pdf

Addendum #1 ARFQ DEP26-01 Q&A

REVISED - Section 5-14 Conc Struct Removal

3-R - Royal Coal - Summary of Quantities

Sheets and Views

SUMMARY OF QUANTITIES

5-R - Royal Coal - Lower Site Plan-Demo

Sheets and Views

Sheet 5

8-R - Royal Coal - Upper Site Plan - Reclamation

Sheets and Views

Sheet 8

Royal Coal - 7-30-25 Sign-in Sheets

File details come from the government source that posted it. Updated Aug 13, 2025.