Piney_Creek_4_Drawings_Compilation_update_20250512.pdf

PDF 20 MB Posted May 28, 2025

Attached to: Piney Creek 4 Reclamation Project - UPDATED
Solicitation number: Event 32701-13660
Issued by: Sullivan County, Tennessee

About this file

Written by GovTribe AI · May 29, 2025

These construction plans are for the Piney Creek 4 Reclamation Project, developed by the Tennessee Department of Environment & Conservation's Land Reclamation Section for Van Buren County. The comprehensive project involves reclamation of eight distinct areas totaling 61.8 acres, with detailed engineering drawings specifying precise grading, earthwork, and environmental restoration strategies. The drawings document existing topography, proposed site modifications, and sediment control measures across multiple sites accessed via different local roads including Walling Road, Phifer Mine Road, and New Highway 111. Each site contains multiple water pits, requires specific grading approaches, and includes installation of rock-lined channels, anoxic limestone drains, terraces, and sediment retention barriers. The plans specify approximately 373,100 cubic yards of cut and fill operations, with careful attention to slope stabilization, drainage management, and revegetation requirements.

The project documentation demonstrates a sophisticated environmental restoration approach, incorporating technical specifications for limestone selection, water treatment, and ecological rehabilitation. Sediment control structures are meticulously detailed, including straw wattle installations, silt fence configurations, and rock check implementations. The drawings indicate use of specific limestone types (90% CaCO3), filter fabrics, and precise grading techniques to minimize environmental impact. While specific budget details are not included in the drawings, the comprehensive nature of the reclamation work suggests significant investment in restoring previously mined landscapes. The project appears to be funded through environmental restoration grants, likely from federal sources such as the Office of Surface Mining, with a focus on comprehensive land reclamation that addresses both ecological restoration and potential water quality improvements in the Van Buren County region.

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Other files

File	Type	Posted
32701-13660_AMD_1.pdf	PDF	May 28, 2025
32701-13660_Terms_and_Conditions.pdf	PDF	May 28, 2025
32701-13660_AMD_1.pdf	PDF	May 28, 2025
Piney_Creek_4_Final_specifications.pdf	PDF	May 28, 2025
Piney_Creek_4_Reclamation_Project.pdf	PDF	May 28, 2025
Attachment_B_(Payment_Bond_Template).pdf	PDF	May 28, 2025
Piney_Creek_4_Final_specifications.pdf	PDF	May 28, 2025
Piney_Creek_4_Drawings_Compilation_update_20250512.pdf	PDF	May 28, 2025
Mandatory_Pre-Bid_32701-13660.pdf	PDF	May 28, 2025
32701-13660_Terms_and_Conditions.pdf	PDF	May 28, 2025
Attachment_B_(Payment_Bond_Template).pdf	PDF	May 28, 2025
Mandatory_Pre-Bid_32701-13660.pdf	PDF	May 28, 2025
Piney_Creek_4_Reclamation_Project.pdf	PDF	May 28, 2025
Survey_Document.pdf	PDF	May 28, 2025
Attachment_B_(Payment_Bond_Template).pdf	PDF	May 5, 2025
Piney_Creek_4_Reclamation_Project.pdf	PDF	May 5, 2025
32701-13660_Terms_and_Conditions.pdf	PDF	May 5, 2025
Survey_Document.pdf	PDF	May 5, 2025
Piney_Creek_4_Drawings_Compilation_update_20250512.pdf	PDF	May 5, 2025
Mandatory_Pre-Bid_32701-13660.pdf	PDF	May 5, 2025
Piney_Creek_4_Final_specifications.pdf	PDF	May 5, 2025

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TENNESSEE DEPARTMENT OF ENVIRONMENT & CONSERVATION

LAND RECLAMATION SECTION

CONSTRUCTION PLANS

FOR THE

PINEY CREEK 4

RECLAMATION PROJECT

VAN BUREN COUNTY, TENNESSEE

PINEY CREEK 4

RECLAMATION PROJECT

LOCATION MAP

Area Grading Area (acres) Yardage (cu. yds) cut fill

AREA 1 21.3 182,000 185,200

AREA 2 3.9 35,100 37,300

AREA 3 4.5 25,700 24,900

AREA 4 0.8 3,800 3,300

AREA 5 3.0 17,300 15,200

AREA 6 6.2 25,300 25,000

AREA 7 7.2 40,100 40,400

AREA 8 14.9 43,800 41,800

TOTAL 61.8 373,100 373,100

PROJECT

SITE 1

SITE 3

SITE 2

SITE 4

SHEET 1 OF 17

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 02/20/2025

PINEY CREEK 4 RECLAMATION PROJECT

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE N.T.S.

LOCATION MAP

AREA 1AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

SURVEYED BY:

DATE:

DATE: 02/07/2024

AutoCAD SHX Text N

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 12/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 02/13/2024

SURVEYED BY: LiDAR

DATE: 2015

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 100'

SHEET 2 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

PLAN VIEW - SITE 1

WATER PIT #1

SITE 1 - PLAN VIEW

WATER PIT #2

WATER PIT #4

WATER PIT #5

0 100 200 300

SCALE 1"=100'

EXISTING ACCESS ROAD

TO WALLING ROAD

AREA RECLAIMED

IN 2020

Elev.

LEGEND

NOTES:

1. ACCESS WILL BE FROM WALLING ROAD 1.4 MILES FROM

SITE

2. PROJECT OFFICER WILL APPROVE LOCATION OF

TEMPORARY STREAM CROSSING TO AREA 2

3. EXTRA CARE SHALL BE TAKEN TO PROTECT PINEY CREEK

FROM IMPACT

4. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING OR BURNING

5. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

6. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

7. WATER IN PITS SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

8. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEETS 4 - 6 OF THE DRAWINGS

9. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

10. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING

GRADE WORK

11. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

BETTER INTEGRATE THE BACKFILLED SLOPE INTO THE

NATURAL GROUND

12. SEDIMENT RETENTION BARRIERS (CHIPPED DEBRIS,

STRAW WATTLES, SILT FENCE) SHALL BE INSTALLED AT THE

LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED FOR

SEDIMENT CONTROL

13. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

14. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

15. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

16. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS

SHALL BE AT LEAST 90% CaCO3

17. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

18. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

19. LIGHT GRADE WORK AND REVEGETATION WILL BE

REQUIRED ON PREVIOUSLY RECLAIMED SITE TO ELIMINATE

REELS AND GULLIES (±1.5 ACRES) Elev.

WATER PIT #3

WATER IMPOUNDED

BY MINING

PINEY

CREEK

PINEY

CREEK

PINEY

CREEK

AREA 1

AREA 2

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

EXISTING ANOXIC LIMESTONE

DRAIN OUTLET

STREAM ON BEDROCK

PROPOSED LOW WATER

CROSSING

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MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

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WATER-FILLED PIT

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WORK LIMITS

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HAUL ROAD

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STREAM LINE

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STRAW WATTLES

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PAVED ROAD

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WET WEATHER CONVEYANCE

SHEET 3 OF 17

RECLAMATION PROJECT

FINAL VIEW - SITE 1

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 12/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 02/13/2024

SURVEYED BY: LiDAR

DATE: 2015

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 100'

SITE 1 - FINAL VIEW

ROCK-LINED CHANNEL #1

ANOXIC LIMESTONE

DRAIN #1

ANOXIC LIMESTONE

DRAIN #2

0 100 200 300

SCALE 1"=100'

CONSTRUCTED

ACCESS ROAD

EXISTING ACCESS ROAD

TO WALLING ROAD

AREA RECLAIMED

IN 2020

SILT RETENTION BARRIER

LEGEND

NOTES:

1. ACCESS WILL BE FROM WALLING ROAD 1.4 MILES FROM

SITE

2. PROJECT OFFICER WILL APPROVE LOCATION OF

TEMPORARY STREAM CROSSING TO AREA 2

3. EXTRA CARE SHALL BE TAKEN TO PROTECT PINEY CREEK

FROM IMPACT

4. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING OR BURNING

5. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

6. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

7. WATER IN PITS SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

8. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEETS 4 - 6 OF THE DRAWINGS

9. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

10. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING

GRADE WORK

11. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

BETTER INTEGRATE THE BACKFILLED SLOPE INTO THE

NATURAL GROUND

12. SEDIMENT RETENTION BARRIERS (CHIPPED DEBRIS,

STRAW WATTLES, SILT FENCE) SHALL BE INSTALLED AT THE

LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED FOR

SEDIMENT CONTROL

13. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

14. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

15. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

16. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS

SHALL BE AT LEAST 90% CaCO3

17. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

18. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

19. LIGHT GRADE WORK AND REVEGETATION WILL BE

REQUIRED ON PREVIOUSLY RECLAIMED SITE TO ELIMINATE

REELS AND GULLIES (±1.5 ACRES)

WATER IMPOUNDED

BY MINING

PINEY

CREEK

PINEY

CREEK

PINEY

CREEK

AREA 1

AREA 2

GRASS-LINED WATERWAY #1

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

TERRACE #1

EXISTING ANOXIC LIMESTONE

DRAIN OUTLET

STREAM ON BEDROCK

PROPOSED LOW WATER

CROSSING

ROAD WILL BE RECONSTRUCTED

AFTER GRADE WORK

INSTALL 24"

HDPE CULVERT

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MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

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WORK LIMITS

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HAUL ROAD

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STREAM LINE

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STRAW WATTLES

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PAVED ROAD

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WET WEATHER CONVEYANCE

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 10/30/2023

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

CHECKED BY: BEE

DATE: 12/04/2023DW

G SCALE 1" = 30'

SITE 1 - AREA 1 - CROSS SECTIONS

SHEET 4 OF 17

PINEY REEK 4

RECLAMATION PROJECT

BASELINE 1 - CROSS SECTIONS

LEGEND

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ORIGINAL GROUND PROPOSED GRADE GRASS-LINED WATERWAY WATER-FILLED PIT

LAND RECLAMATION SECTION

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

G SCALE 1" = 30'

SITE 1 - AREA 1 - CROSS SECTIONS

SHEET 5 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

BASELINE 1 - CROSS SECTIONS

LEGEND

DRAWN BY: MPP

DATE: 10/30/2023

CHECKED BY: BEE

DATE: 12/04/2023

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ORIGINAL GROUND PROPOSED GRADE GRASS-LINED WATERWAY WATER-FILLED PIT

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LAND RECLAMATION SECTION

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

G SCALE 1" = 30'

SITE 1 - AREA 2 - CROSS SECTIONS

SHEET 6 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

BASELINE 2 - CROSS SECTIONS DRAWN BY: MPP

DATE: 10/30/2023

CHECKED BY: BEE

DATE: 12/04/2023

LEGEND

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LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 02/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 12/14/2023

SURVEYED BY:

DATE:

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 60'

WATER PIT #6

WATER PIT #7

WATER PIT #8

Elev.

ACCESS TO AREA 5

ARCHIE RHIN

EHART PARKW

AREA 3

AREA 4

AREA 5

SPIKE BUCK ROAD

BURIED ROAD CONSTRUCTION DEBRIS

(DO NOT DISTURB)

NOTES:

1. AREAS 3 AND 4 WILL BE ACCESSED FROM OLD HIGHWAY

2. EQUIPMENT WILL ACCESS AREA 5 FROM ARCHIE

RHINEHART PARKWAY AT SPIKE BUCK ROAD

3. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING

4. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

5. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

6. WATER IN PITS SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

7. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEETS 9 AND 10 OF THE DRAWINGS

8. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

9. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING GRADE

WORK

10. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

INTEGRATE THE BACKFILLED SLOPE INTO THE NATURAL

GROUND

11. SEDIMENT RETENTION BARRIERS (CHIPPED DEBRIS,

STRAW WATTLES, SILT FENCE) SHALL BE INSTALLED AT THE

LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED FOR

SEDIMENT CONTROL

12. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

13. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

14. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

15. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS SHALL

BE AT LEAST 90% CaCO3

16. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

17. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

18. A REGISTERED LAND SURVEYOR WILL BE REQUIRED TO

RE-LOCATE PROPERTY CORNERS IMPACTED DURING GRADE

WORK

ACCESS ROAD TO

OLD HIGHWAY 111

PROPERTY CORNERS (9)

SHALL BE RE-ESTABLISHED

0 60 120 180

SCALE 1"=60'

LEGEND PINEY CREEK 4

RECLAMATION PROJECT

PLAN VIEW - SITE 2

SHEET 7 OF 17

SITE 2 - PLAN VIEW

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

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LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 02/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 12/14/2023

SURVEYED BY:

DATE:

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 60'

ACCESS TO AREA 5

ARCHIE RHIN

EHART PARKW

ROCK-LINED CHANNEL #2

AREA 3

AREA 4

AREA 5

SPIKE BUCK ROAD

BURIED ROAD CONSTRUCTION DEBRIS

(DO NOT DISTURB)

NOTES:

1. AREAS 3 AND 4 WILL BE ACCESSED FROM OLD HIGHWAY

2. EQUIPMENT WILL ACCESS AREA 5 FROM ARCHIE

RHINEHART PARKWAY AT SPIKE BUCK ROAD

3. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING

4. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

5. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

6. WATER IN PITS SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

7. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEETS 9 AND 10 OF THE DRAWINGS

8. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

9. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING GRADE

WORK

10. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

INTEGRATE THE BACKFILLED SLOPE INTO THE NATURAL

GROUND

11. SEDIMENT RETENTION BARRIERS (CHIPPED DEBRIS,

STRAW WATTLES, SILT FENCE) SHALL BE INSTALLED AT THE

LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED FOR

SEDIMENT CONTROL

12. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

13. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

14. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

15. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS SHALL

BE AT LEAST 90% CaCO3

16. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

17. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

18. A REGISTERED LAND SURVEYOR WILL BE REQUIRED TO

RE-LOCATE PROPERTY CORNERS IMPACTED DURING GRADE

WORK

ACCESS ROAD TO

OLD HIGHWAY 111

PROPERTY CORNERS (9)

SHALL BE RE-ESTABLISHED

0 60 120 180

SCALE 1"=60'

LEGEND

SHEET 8 OF 17

SITE 2 - FINAL VIEW

PINEY CREEK 4

RECLAMATION PROJECT

FINAL VIEW - SITE 2

GRASS-LINED WATERWAY #2

ROCK-LINED CHANNEL #3

ANOXIC LIMESTONE

DRAIN #3

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

CONSTRUCTED

ACCESS ROAD

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MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

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WORK LIMITS

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HAUL ROAD

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LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 08/07/2023

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

CHECKED BY: ISM, AFJ,TJW

DATE: 10/20/2023DW

G SCALE 1" = 20'

SITE 2 - AREAS 3 & 4 - CROSS SECTIONS

SHEET 9 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

BASELINE 3 & 4 - CROSS SECTIONS

BASELINE 3 BASELINE 4

LEGEND

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AOC (10:1 OR FLATTER)

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 08/07/2023

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

CHECKED BY: ISM, AFJ,TJW

DATE: 10/20/2023DW

G SCALE 1" = 20'

SITE 2 - AREA 5 - CROSS SECTIONS

SHEET 10 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

BASELINE 5 - CROSS SECTIONS

LEGEND

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ORIGINAL GROUND PROPOSED GRADE GRASS-LINED WATERWAY WATER-FILLED PIT

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10:1 SLOPE

10:1 OR FLATTER SLOPE

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 02/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 12/14/2023

SURVEYED BY:

DATE:

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 100'

SHEET 11 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

PLAN VIEW - SITE 3

SITE 3 - PLAN VIEW

WATER PIT #10

WATER PIT #11

WATER PIT #9

Elev.

1788 AREA 6

AREA 7

EXISTING ACCESS ROAD

TO PHIFER MINE ROAD

EXISTING CULVERT

NOTES:

1. SITE WILL BE ACCESSED FROM PHIFER MINE ROAD 0.7

MILES FROM SITE

2. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING

3. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

4. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

5. WATER IN PIT SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

6. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEET 13 OF THE DRAWINGS

7. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

8. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING GRADE

WORK

9. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

INTEGRATE THE BACKFILLED SLOPE INTO THE NATURAL

GROUND

10. SEDIMENT RETENTION BARRIERS SHALL BE INSTALLED AT

THE LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED

FOR SEDIMENT CONTROL

11. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

12. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

13. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

14. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS SHALL

BE AT LEAST 90% CaCO3

15. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

16. FENCE ON AREA 6 WILL BE RECONSTRUCTED AFTER

REVEGETATION HAS BEEN COMPLETED

17. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

0 100 200 300

SCALE 1"=100'

LEGEND

REPLACE FENCE AFTER

CONSTRUCTION

PROPERTY MARKERS

DO NOT DISTURB

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

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MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

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HAUL ROAD

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SHEET 12 OF 17

RECLAMATION PROJECT

FINAL VIEW - SITE 3

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 02/13/2024

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 12/14/2023

SURVEYED BY:

DATE:

CHECKED BY: BEE

DATE: 04/01/2024DW

G SCALE 1" = 100'

SITE 3 - FINAL VIEW

SILT RETENTION BARRIER

AREA 6

AREA 7

EXISTING ACCESS ROAD

TO PHIFER MINE ROAD

CONSTRUCT ACCESS

ROAD TO AREA 9

RECONSTRUCT ROAD

AFTER GRADE WORK

REPLACE FENCE AFTER

CONSTRUCTION

NOTES:

1. SITE WILL BE ACCESSED FROM PHIFER MINE ROAD 0.7

MILES FROM SITE

2. ALL CLEARING DEBRIS SMALLER THAN 20" DIA. SHALL BE

DISPOSED OF BY CHIPPING

3. CLEARING DEBRIS LARGER THAN 20" DIA. SHALL BE

DISPOSED OF BY WINDROWING, BURYING, AND/OR PILING

AND BURNING

4. CHIPPED DEBRIS SHALL BE UTILIZED FOR SEDIMENT

CONTROL

5. WATER IN PIT SHALL BE TESTED AND TREATED, IF

REQUIRED, TO ENSURE COMPLIANCE AND THEN BE

DEWATERED BY PUMPING OR DRAINING IN ACCORDANCE

WITH SECTION 214.03

6. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEET 13 OF THE DRAWINGS

7. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

8. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING GRADE

WORK

9. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

INTEGRATE THE BACKFILLED SLOPE INTO THE NATURAL

GROUND

10. SEDIMENT RETENTION BARRIERS SHALL BE INSTALLED AT

THE LOCATIONS SHOWN AND ANY OTHER PLACES AS NEEDED

FOR SEDIMENT CONTROL

11. ROCK-LINED CHANNELS SHALL BE CONSTRUCTED AT THE

LOCATIONS SHOWN, ADDITIONAL ROCK-LINED CHANNELS

MAY BE REQUIRED

12. LIMESTONE IN ROCK-LINED CHANNELS SHALL BE A

MIXTURE OF CLEAN 6"-12" LIMESTONE AND CLASS-B

LIMESTONE

13. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE BACKFILLING OPERATIONS

14. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS SHALL

BE AT LEAST 90% CaCO3

15. LIMESTONE IN ANOXIC LIMESTONE DRAINS SHALL BE A

CLEAN 4"-9" LIMESTONE

16. FENCE ON AREA 6 WILL BE RECONSTRUCTED AFTER

REVEGETATION HAS BEEN COMPLETED

17. ALL DISTURBED AREAS SHALL BE REVEGETATED IN

ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 801.0

0 100 200 300

SCALE 1"=100'

LEGEND

PROPERTY MARKERS

DO NOT DISTURB

ESTIMATED

QUANTITIES SIZE CUT FILL

AREA 1 21.3 ACRES 182,000 YD 185,200 YD

AREA 2 3.9 ACRES 35,100 YD 37,300 YD

AREA 3 4.5 ACRES 25,700 YD 24,900 YD

AREA 4 0.8 ACRES 3,800 YD 3,300 YD

AREA 5 3.0 ACRES 17,300 YD 15,200 YD

AREA 6 6.2 ACRES 25,300 YD 25,000 YD

AREA 7 7.2 ACRES 40,100 YD 40,400 YD

AREA 8 14.9 ACRES 43,800 YD 41,800 YD

61.8 ACRES 373,100 YD 373,100 YD

AutoCAD SHX Text

MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

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HAUL ROAD

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STREAM LINE

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PROPERTY LINE

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WET WEATHER CONVEYANCE

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AutoCAD SHX Text B 6

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 08/07/2023

PINEY CREEK 4 RECLAMATION PROJECT

DATE: 08/02/2023

SURVEYED BY:

DATE:

CHECKED BY: ISM, AFJ,TJW

DATE: 10/20/2023DW

G SCALE 1" = 30'

SITE 3- AREAS 6 & 7 - CROSS SECTIONS

SHEET 13 OF 17

PINEY CREEK 4

RECLAMATION PROJECT

BASELINE 6 & 7 - CROSS SECTIONS

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

• AREA WILL BE CROWNED TO SHED

WATER TO THE SIDES

• SLOPE OUT SLOPES SHALL HAVE A 5 TO 1

OR FLATTER SLOPE

BASELINE 6 BASELINE 7

LEGEND

• MATERIAL WILL BE USED

TO BACKFILL PIT #7

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AutoCAD…

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File details come from the government source that posted it. Updated May 29, 2025.