Little_White_Oak_Plans_01-26-2026.pdf

PDF 4 MB Posted Jan 27, 2026

Attached to: Little White Oak Reclamation Project
Solicitation number: Event 32701-13804
Issued by: Carter County, Tennessee

About this file

Written by GovTribe AI · Feb 2, 2026

This construction plans document is prepared by the Tennessee Department of Environment and Conservation (TDEC) Land Reclamation Section for the Little White Oak Reclamation Project in Campbell County, Tennessee. The project encompasses reclamation services across three geographically distinct sites totaling 65.3 acres of abandoned strip mine areas. Site 1 consists of 33.2 acres with estimated cut and fill quantities of 297,000 and 295,000 cubic yards respectively; Site 2 covers 7.0 acres with 43,000 cubic yards cut and 42,000 cubic yards fill; and Site 3 comprises 25.1 acres with 196,000 cubic yards cut and 190,000 cubic yards fill. The work involves comprehensive grading, highwall backfilling, landslide material excavation and placement, stream restoration of 400 linear feet, installation of anoxic limestone drains, rock-lined channels, terraces for drainage control, sediment retention barriers, and straw wattle erosion control. The mandatory pre-bid site visit is scheduled for January 29, 2026, at 10:00 AM EST at 1090 Little White Oak Road in Duff, Tennessee, with bid submission running from January 15, 2026, through March 2, 2026, at 2:00 PM CST via the EDISON system. The contract term is 24 months with options for state extension up to an additional 180 days, with a maximum total duration of 60 months.

The project is valued at over $1.5 million and is federally funded through the U.S. Department of Interior's Office of Surface Mining, which mandates Davis-Bacon Act prevailing wage standards and Build America domestic procurement preferences requiring all materials and products be produced in the United States. Contractors must be certified through the Applicant Violator System (AVS) without outstanding violations with the Office of Surface Mining. Required insurance includes workers' compensation, commercial general liability, automobile liability, and pollution liability coverage, with mandatory performance bonds at 100% of maximum contract liability and payment bonds at 25% of maximum liability. Bidders must provide tax registration documentation, valid contractor's licenses, company information, and certifications of non-debarment and compliance with state procurement rules. Award will be granted to the qualified bidder offering the lowest cost meeting all specified requirements and technical specifications, with no specific set-aside designations mentioned in the procurement materials.

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Other files

File	Type	Posted
ITB_32701-13804_Amd_1.pdf	PDF	Feb 9, 2026
Little_White_Oak_Reclamation_Project_2.pdf	PDF	Feb 9, 2026
32701-13804_Mandatory_Pre-Bid_02-10-2026.pdf	PDF	Feb 9, 2026
ITB_32701-13804_Amd_2.pdf	PDF	Feb 9, 2026
32701-277668-13804-TC_Final_02-03-2026.pdf	PDF	Feb 9, 2026
Little_White_Oak_Specs_01-26-2026.pdf	PDF	Feb 9, 2026
Little_White_Oak_Plans_01-26-2026.pdf	PDF	Feb 9, 2026
Little_White_Oak_Pre-Bid_Map_02-10-2026.pdf	PDF	Feb 9, 2026
Little_White_Oak_Plans_01-26-2026.pdf	PDF	Feb 4, 2026
32701-277668-13804-TC_Final_02-03-2026.pdf	PDF	Feb 4, 2026
Little_White_Oak_Reclamation_Project.pdf	PDF	Feb 4, 2026
32701-13804_Mandatory_Pre-Bid_02-10-2026.pdf	PDF	Feb 4, 2026
ITB_32701-13804_Amd_2.pdf	PDF	Feb 4, 2026
Little_White_Oak_Pre-Bid_Map_02-10-2026.pdf	PDF	Feb 4, 2026
ITB_32701-13804_Amd_1.pdf	PDF	Feb 4, 2026
Little_White_Oak_Specs_01-26-2026.pdf	PDF	Feb 4, 2026
Little_White_Oak_Pre-Bid_Map.pdf	PDF	Jan 27, 2026
32701-13804_Mandatory_Pre-Bid_02-04-2026.pdf	PDF	Jan 27, 2026
Little_White_Oak_Reclamation_Project.pdf	PDF	Jan 27, 2026
32701-277668-13804-TC_Final.pdf	PDF	Jan 27, 2026
ITB_32701-13804_Amd_1.pdf	PDF	Jan 27, 2026
Little_White_Oak_Specs_01-26-2026.pdf	PDF	Jan 27, 2026
32701-277668-13804-TC_Final.pdf	PDF	Jan 15, 2026
Little_White_Oak_Specs_12-08-25.pdf	PDF	Jan 15, 2026
Little_White_Oak_plans_01-08-2026.pdf	PDF	Jan 15, 2026
Little_White_Oak_Pre-Bid_Map.pdf	PDF	Jan 15, 2026
32701-13804_Mandatory_Pre-Bid.pdf	PDF	Jan 15, 2026
Little_White_Oak_Reclamation_Project.pdf	PDF	Jan 15, 2026

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TENNESSEE DEPARTMENT OF ENVIRONMENT & CONSERVATION

LAND RECLAMATION SECTION

CONSTRUCTION PLANS

FOR THE

LITTLE WHITE OAK

RECLAMATION PROJECT

CAMPBELL COUNTY, TENNESSEE

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 07/29/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 06/05/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

G SCALE 1" = 100'

0 100 200 300

SCALE 1"=100'

LITTLE WHITE OAK

RECLAMATION PROJECT

PLAN VIEW - SITE 1

SHEET 1 of 9

LEGEND

SITE 1 - PLAN VIEW

FARM

POND

CAMPBELL

CEMETERY

LIT

E W

HITE

AK ROAD

MALICOAT LANE

WATER PIT #2

WATER PIT #3

DO NOT DISTURB

WATER PIT #4

DO NOT DISTURB

LANDSLIDE

AREA

NOTES:

1. SITE ACCESS WILL BE FROM CONSTRUCTED ENTRY

FROM LITTLE WHITE OAK ROAD WITH INSTALLED 20'

CATTLE GATE

2. THREE THOUSAND FIVE HUNDRED (3,500) FEET OF

FENCING WILL BE INSTALLED IN PASTURE BELOW WORK

LIMITS TO BLOCK CATTLE FROM SITE (CONSULT WITH

LANDOWNER FOR LOCATION)

3. ANY FENCE REMOVED DURING GRADE WORK WILL BE

REPLACED AFTER CONSTRUCTION HAS BEEN COMPLETED

4. ALL CLEARING DEBRIS SMALLER THAN 20" IN

DIAMETER SHALL BE CHIPPED

5. DEBRIS LARGER THAN 20" IN DIAMETER SHALL BE

DISPOSED OF BY BURYING, WINDROWING, AND/OR

PILING AND BURNING

6. CHIPPED DEBRIS WILL BE UTILIZED AS MULCH FILTER

BERMS FOR SEDIMENT CONTROL

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

REQUIRED, TO ENSURE COMPLIANCE WITH WATER

QUALITY STANDARDS BEFORE DEWATERING

OPERATIONS

8. LANDSLIDE MATERIAL WILL BE EXCAVATED AND

PLACED IN BOTTOM OF THE PITS BEFORE GRADE WORK

TO BACKFILL THE HIGHWALL

9. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEET 3 OF THE DRAWINGS

10. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

11. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING

GRADING

12. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

BETTER BLEND THE BACKFILLED SLOPE INTO THE

NATURAL GROUND

13. TERRACES CONSTRUCTED TO CONTROL DRAINAGE

WILL HAVE A SLOPE NO GREATER THAN 2% AND WILL BE

CHECKED WITH A TRANSIT OR LEVEL

13. SEDIMENT RETENTION BARRIERS SHALL BE INSTALLED

AT THE LOCATIONS SHOWN AND ANY OTHER PLACES AS

NEEDED FOR SEDIMENT CONTROL AS DIRECTED BY THE

PROJECT OFFICER

14. LIMESTONE IN THE ROCK-LINED CHANNELS SHALL BE

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

LIMESTONE

15. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE LANDSLIDE EXCAVATION AND BACKFILLING

OPERATIONS

16. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS

SHALL BE #2 OR 4"-9" HIGH CALCIUM LIMESTONE

17. TERRACE #4 SHALL BE CONSTRUCTED AS AN ACCESS

ROAD FOR THE LANDOWNER

18. RESIDENTIAL WASTE WILL BE BURIED AT THE BASE OF

THE HIGHWALL

19. FOUR HUNDRED (400) FEET OF STREAM

RESTORATION WILL BE REQUIRED

20. ON SITE TREES AND ROCKS WILL BE SALVAGED AND

UTILIZED IN CONSTRUCTION OF STREAM STRUCTURES

21. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH

THE SLOPE STABILIZATION MIX IN ACCORDANCE WITH

THE SPECIFICATIONS IN SECTION 801.0

22. ONE PROPERTY CORNER WILL BE RE-LOCATED AFTER

CONSTRUCTION HAS BEEN COMPLETED

WATER PIT #1

CAMPBELL

CEMETERY

BENCH ROAD WILL BE

UTILIZED TO ACCESS AREAS

3 & 4 FROM AREA 1

PROPERTY CORNER &

FENCE TO BE REPLACED

AFTER CONSTRUCTION

ESTIMATED

QUANTITIES SIZE CUT FILL

SITE 1 33.2 ACRES 297,000 YD 295,000 YD

SITE 2 7.0 ACRES 43,000 YD 42,000 YD

SITE 3 25.1 ACRES 196,000 YD 190,000 YD

65.3 ACRES 536,000 YD 527,000 YD

AREA 1

AREA 2

AREA 3

AREA 4

EXISTING 12"

CULVERT

RESIDENTIAL WASTE

LIT

E W

DAMAGED CULVERT

T O

LIT

E W

DAMAGED CULVERT

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MAJOR CONTOURS -10 FEET MINOR CONTOURS - 2 FEET2 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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INSTALLED FENCE

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PROPERTY LINE

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EXISTING FENCE

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UTILITY LINE

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BASELINE 1

SHEET 2 of 9

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 07/29/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 06/05/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

G SCALE 1" = 100'

SITE 1 - FINAL VIEW

0 100 200 300

SCALE 1"=100'

ANOXIC LIMESTONE

DRAIN #1

LEGEND

FARM

POND

CAMPBELL

CEMETERY

LIT

E W

HITE

AK ROAD

MALICOAT LANE

RECONSTRUCTED STREAM CHANNEL

DETAILS ON SHEET 9 OF THE DRAWINGS

ROCK CHANNEL #2 ROCK CHANNEL #1

NOTES:

1. SITE ACCESS WILL BE FROM CONSTRUCTED ENTRY

FROM LITTLE WHITE OAK ROAD WITH INSTALLED 20'

CATTLE GATE

2. THREE THOUSAND FIVE HUNDRED (3,500) FEET OF

FENCING WILL BE INSTALLED IN PASTURE BELOW WORK

LIMITS TO BLOCK CATTLE FROM SITE (CONSULT WITH

LANDOWNER FOR LOCATION)

3. ANY FENCE REMOVED DURING GRADE WORK WILL BE

REPLACED AFTER CONSTRUCTION HAS BEEN COMPLETED

4. ALL CLEARING DEBRIS SMALLER THAN 20" IN

DIAMETER SHALL BE CHIPPED

5. DEBRIS LARGER THAN 20" IN DIAMETER SHALL BE

DISPOSED OF BY BURYING, WINDROWING, AND/OR

PILING AND BURNING

6. CHIPPED DEBRIS WILL BE UTILIZED AS MULCH FILTER

BERMS FOR SEDIMENT CONTROL

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

REQUIRED, TO ENSURE COMPLIANCE WITH WATER

QUALITY STANDARDS BEFORE DEWATERING

OPERATIONS

8. LANDSLIDE MATERIAL WILL BE EXCAVATED AND

PLACED IN BOTTOM OF THE PITS BEFORE GRADE WORK

TO BACKFILL THE HIGHWALL

9. HIGHWALLS SHALL BE BACKFILLED TO THE SLOPES AS

SHOWN ON SHEET 3 OF THE DRAWINGS

10. GRADING SHALL PROVIDE POSITIVE DRAINAGE AND

ELIMINATE ALL DEPRESSIONS THAT WILL HOLD WATER

11. HIGHWALLS SHALL NOT BE BROKEN DOWN DURING

GRADING

12. 20 FEET MAY BE CLEARED ON TOP OF HIGHWALL TO

BETTER BLEND THE BACKFILLED SLOPE INTO THE

NATURAL GROUND

13. TERRACES CONSTRUCTED TO CONTROL DRAINAGE

WILL HAVE A SLOPE NO GREATER THAN 2% AND WILL BE

CHECKED WITH A TRANSIT OR LEVEL

13. SEDIMENT RETENTION BARRIERS SHALL BE INSTALLED

AT THE LOCATIONS SHOWN AND ANY OTHER PLACES AS

NEEDED FOR SEDIMENT CONTROL AS DIRECTED BY THE

PROJECT OFFICER

14. LIMESTONE IN THE ROCK-LINED CHANNELS SHALL BE

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

LIMESTONE

15. ANOXIC LIMESTONE DRAINS SHALL BE CONSTRUCTED

BEFORE LANDSLIDE EXCAVATION AND BACKFILLING

OPERATIONS

16. ALL LIMESTONE IN THE ANOXIC LIMESTONE DRAINS

SHALL BE #2 OR 4"-9" HIGH CALCIUM LIMESTONE

17. TERRACE #4 SHALL BE CONSTRUCTED AS AN ACCESS

ROAD FOR THE LANDOWNER

18. RESIDENTIAL WASTE WILL BE BURIED AT THE BASE OF

THE HIGHWALL

19. FOUR HUNDRED (400) FEET OF STREAM

RESTORATION WILL BE REQUIRED

20. ON SITE TREES AND ROCKS WILL BE SALVAGED AND

UTILIZED IN CONSTRUCTION OF STREAM STRUCTURES

21. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH

THE SLOPE STABILIZATION MIX IN ACCORDANCE WITH

THE SPECIFICATIONS IN SECTION 801.0

22. ONE PROPERTY CORNER WILL BE RE-LOCATED AFTER

CONSTRUCTION HAS BEEN COMPLETED

CAMPBELL

CEMETERY

ANOXIC LIMESTONE

DRAIN #2

EXISTING

CULVERT

BENCH ROAD WILL BE

UTILIZED TO ACCESS AREAS

3 & 4 FROM AREA 1

CONSTRUCTED

SITE ACCESS ROAD

TERRACE #2

TERRACE #1

PROPERTY CORNER &

FENCE TO BE REPLACED

AFTER CONSTRUCTION

ESTIMATED

QUANTITIES SIZE CUT FILL

SITE 1 33.2 ACRES 297,000 YD 295,000 YD

SITE 2 7.0 ACRES 43,000 YD 42,000 YD

SITE 3 25.1 ACRES 196,000 YD 190,000 YD

65.3 ACRES 536,000 YD 527,000 YD

TERRACE #3

WATER PIT #3

DO NOT DISTURB

WATER PIT #4

DO NOT DISTURB

LITTLE WHITE OAK

RECLAMATION PROJECT

FINAL VIEW - SITE 1

EXISTING GATE

FENCE WILL BE CONSTRUCTED

BEFORE GRADE WORK TO KEEP

CATTLE OFF THE JOB SITE

AREA 1

AREA 2

AREA 3

AREA 4

EXISTING 12"

CULVERT

LIT

E W

CONSTRUCT ROAD FROM

TERRACE TO ROAD ON

TOP ON HIGHWALL

SILT RETENTION

BARRIER

DAMAGED CULVERT

(REPLACE CULVERT WITH

TWO (2) 30" DIA. HDPE

CULVERTS 25' IN LENGTH)

T O

LIT

E W

TERRACE #4

* WILL SERVE AS

A ROAD

STREAM IS ON BEDROCK

(CONSTRUCT LOW WATER

CROSSING FOR HEAVY

EQUIPMENT )

DAMAGED CULVERT

(REPLACE CULVERT WITH

24" DIA. HDPE CULVERT

25' IN LENGTH)

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MAJOR CONTOURS -10 FEET MINOR CONTOURS - 2 FEET2 FEET

AutoCAD SHX Text

WATER-FILLED PIT

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text

HAUL ROAD

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STREAM LINE

AutoCAD SHX Text

STRAW WATTLES

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

INSTALLED FENCE

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PROPERTY LINE

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EXISTING FENCE

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UTILITY LINE

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BASELINE 1

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 07/29/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 06/05/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 2025DW

SCALE 1" = 50'

0 50 100 150

SCALE 1"=50'

LITTLE WHITE OAK

RECLAMATION PROJECT

BASELINE 1 - CROSS SECTIONS

SHEET 3 of 9

SITE 1 - CROSS SECTIONS

LEGEND

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LANDSLIDE AREA

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CUT

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* LANDSLIDE MATERIAL WILL BE DISPOSED OF IN BOTTOM OF THE PITS

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FILL

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FILL

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FILL

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FILL

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FILL

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FILL

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CUT

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ORIGINAL GRADE

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WATERWAY

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PROPOSED GRADE

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7:1 SLOPE

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10:1 OR FLATTER

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10:1 OR FLATTER

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6:1 SLOPE

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CUT

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FARM POND

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 04/12/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 04/22/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

SCALE 1" = 80'

0 80 160 240

SCALE 1"=80'

SHEET 4 of 9

WHITE OAK ROAD

CHADWELL

CEMETERY

NOTES:

1. SITE WILL BE ACCESSED FROM WHITE OAK

ROAD

2. ALL CLEARING DEBRIS SMALLER THAN 20" IN

DIAMETER SHALL BE CHIPPED

3. DEBRIS LARGER THAN 20" IN DIAMETER SHALL

BE DISPOSED OF BY BURYING, WINDROWING,

AND/OR PILING AND BURNING

4. CHIPPED DEBRIS WILL BE UTILIZED AS MULCH

FILTER BERMS FOR SEDIMENT CONTROL

5. STREAM CHANNEL ON THE NORTHWEST SIDE

OF THE SITE WILL NOT BE DISTURBED

6. SITE WILL BE CROWNED TO SHED WATER

7. GRADING SHALL PROVIDE POSITIVE DRAINAGE

AND ELIMINATE ALL DEPRESSIONS THAT WILL

HOLD WATER

8. FINAL SLOPES ARE SHOWN ON SHEET 5 OF THE

DRAWINGS

9. ONE ROW OF SPOIL WILL BE LEFT ALONG THE

COUNTY ROAD TO DISCOURAGE ACCESS

10. SEDIMENT RETENTION BARRIERS SHALL BE

INSTALLED AT THE LOCATIONS SHOWN AND ANY

OTHER PLACES AS NEEDED FOR SEDIMENT

CONTROL

11. ALL DISTURBED AREAS SHALL BE

REVEGETATED WITH WILDLIFE SEED MIX IN

ACCORDANCE WITH THE SPECIFICATIONS IN

SECTION 801.0

SITE 2 - AREA 5 - PLAN VIEW/FINAL VIEW

SILT RETENTION

BARRIER

LITTLE WHITE OAK

RECLAMATION PROJECT

SITE 2 - AREA 5

FINAL VIEWPLAN VIEW

WHITE OAK ROAD

LEGEND

GATED SITE

ACCESS ROAD

ESTIMATED

QUANTITIES SIZE CUT FILL

SITE 1 33.2 ACRES 297,000 YD 295,000 YD

SITE 2 7.0 ACRES 43,000 YD 42,000 YD

SITE 3 25.1 ACRES 196,000 YD 190,000 YD

65.3 ACRES 536,000 YD 527,000 YD

SILT RETENTION

BARRIER

GATED SITE

ACCESS ROAD

CHADWELL

CEMETERY

ONE ROW OF SPOIL WILL

BE LEFT ALONG ROAD

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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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INSTALLED FENCE

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PROPERTY LINE

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EXISTING FENCE

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UTILITY LINE

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BASELINE 2

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MAJOR CONTOURS - 10 FEET MINOR CONTOURS - 2 FEET

BASELINE 2

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 04/22/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 04/12/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 2025DW

SCALE 1" = 30'

0 30 60 90

SCALE 1"=30'

LEGEND

LITTLE WHITE OAK

RECLAMATION PROJECT

BASELINE 2 - CROSS SECTIONS

SHEET 5 of 9

SITE 2 - AREA 5 - CROSS SECTIONS

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LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 11/07/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 11/01/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 2025DW

G SCALE 1" = 60'

0 60 120 180

SCALE 1"=60'

LEGEND

LITTLE WHITE OAK

RECLAMATION PROJECT

BASELINES 3 & 4 - CROSS SECTIONS

SHEET 8 of 9

SITE 3 - CROSS SECTIONS

BASELINE 4BASELINES 3

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2:1 SLOPE

ROCK-LINED CHANNEL SECTION

1" DIA. STAKE

3"-5"

SIDE VIEW TOP VIEW

INSTALL WATTLE IN SHALLOW

TRENCH (3"-5" DEEP)

WATTLES SHALL BE

OVERLAPPED 1'

12"

2" OF STAKE REMAINS EXPOSED

COMPACT EXCAVATED

SOIL ON UPSLOPE SIDE

12" STRAW WATTLE

INSTALL STAKE AT

A SLIGHT ANGLE

FLOW

4' MAXIMUM

SPACING ON STAKES

STRAW WATTLE DETAIL

3:1 SLOPE

10'

18'

REGRADED SLOPE

TERRACE SECTION

10'-12'

2:1 SLOPE

5 OZ NON-WOVEN

FILTER FABRIC COMBINATION 6"-12"

LIMESTONE & CLASS B

LIMESTONE

1.5'

5 OZ. NON-WOVEN

FILTER FABRIC

SURROUNDING STONE

4"-9" 90% CaCO3

LIMESTONE

2:1 SLOPE

CREST OF DOWNSTREAM ROCK CHECK

SHALL BE SAME ELEVATION AS TOE OF

UPSTREAM ROCK CHECK

CLEAN CLASS A &

CLASS B LIMESTONE

5 OZ. NON-WOVEN

FILTER FABRIC

(NOTCH UPPER END)

GRASS-LINED WATERWAY

20'

CLEAN CLASS A &

CLASS B LIMESTONE

SIDE VIEW

TOP VIEW

ROCK CHECK DETAIL

SHEET 9 OF 9

LITTLE WHITE OAK

RECLAMATION PROJECT

SEDIMENT CONTROL/STRUCTURE DETAILS

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 10/02/2025

LITTLE WHITE OAK RECLAMATION PROJECT

DATE: 10/02/2025

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 11/18/2025DW

SCALE N.T.S.

SEDIMENT CONTROL & STREAM STRUCTURE DETAILS

TIEBACK BETWEEN FENCE POST AND

ANCHOR STAKE TO BE NO. 8 (0.25")

HOLLOW BRAIDED POLYPROPYLENE

ROPE WITH MINIMUM TENSILE

STRENGTH OF 1,200 POUNDS

ANCHOR STAKE MINIMUM 18" LONG

TO BE PLACED 12" INTO GROUND

SECURED TO POST

BY WRAPPING

EXISTING GROUND

FLOW

SILT FENCE - TIEBACK

* TIEBACKS WILL BE PLACED AS NEEDED,

AS DETERMINED BY THE PROJECT OFFICER FLOW

SILT FENCE - SIDE VIEW

SIDE VIEW END LAP

EXISTING GROUND

GEOTEXTILE 18"

16"

HARDWOOD POST

GEOTEXTILE

20"

16"

18" BACKFILL TRENCH

TOP OF TRENCH

BOTTOM OF TRENCH

2" MIN.

SILT FENCE DETAILS

END OF ROLL A HARDWOOD POST

END OF ROLL B

16'

GRASS-LINED WATERWAY

3% - 6%

SLOPES FOR FINAL GRADE

AS SHOWN ON SECTIONS

OUTFALL GRADE SHALL

NOT EXCEED 3%

SECURELY FASTEN

POSTS WITH TIE WIRE

(SEE END LAP)

6' MAXIMUM

POST SPACING

2" FLAP IN

BACKFILLED TRENCH

3' MIN

1½' MIN

MULCH FILTER BERM

* FILTER BERM MUST BE

TRAPEZOIDAL IN SHAPE

ANOXIC LIMESTONE

DRAIN DETAILS

MINIMUM 1' COVER

CHANNEL CONSTRICTOR

STREAM DETAILS

1:1 SLOPE

ROCK CONSTRICTOR LOG DROP STRUCTURE

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ONSITE ROCK 6"-12"

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AutoCAD SHX Text NOTES: 1. EACH CONSTRICTOR SHOULD REDUCE EACH CONSTRICTOR SHOULD REDUCE THE STREAM WIDTH BY 50% 2. ROCK SHOULD EXTEND 1' ABOVE THE ROCK SHOULD EXTEND 1' ABOVE THE WATER LEVEL

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ONSITE ROCK 6"-12"

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¼ STREAM STREAM WIDTH

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½ STREAM STREAM WIDTH

AutoCAD SHX Text NOTES: 1. NOTCH SHOULD BE 2' WIDE AND 6" DEEP NOTCH SHOULD BE 2' WIDE AND 6" DEEP 2. FILTER FABRIC WILL BE STAPLED TO THE FILTER FABRIC WILL BE STAPLED TO THE UPSTREAM EDGE OF THE LOG AND EXTENDED UPSTREAM A DISTANCE OF THE STREAM WIDTH 3. FILTER FABRIC WILL HAVE A MINIMUM OF 6" FILTER FABRIC WILL HAVE A MINIMUM OF 6" OF ROCK PLACED ON IT 4. LOG WILL BE INSTALLED IN EXCAVATED LOG WILL BE INSTALLED IN EXCAVATED TRENCH

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ONSITE ROCK 6"-12"

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ONSITE ROCK 4"-9"

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5 OZ NON-WOVEN FILTER FABRIC

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2' DIA. LOG

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NOTCH

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ONSITE ROCK

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STREAM WIDTH

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ROCK DEFLECTOR

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CHANNEL CONSTRICTOR

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2' DIA. HEMLOCK LOG

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TYPICAL STREAM SECTION

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SIDE VIEW

00 - Little White Oak Creek - Title Page

Sheets and Views

24x36

01 - Little White Oak Creek v3b - Site 1 - Plan View

Sheets and Views

Little White Oak - Plan View

02 - Little White Oak Creek v3b - Site 1 - Final View

Sheets and Views

Little White Oak - Plan View

03 - Little White Oak Creek v2 - Site 1 - Cross Sections

Sheets and Views

Little White Oak - Sections 1

04 - Little White Oak Creek v2 - Site 2 - Plan Final View

Sheets and Views

Marlow - Plan View

05 - Little White Oak Creek v2 - Site 2 - Cross Sections

Sheets and Views

Marlow - Sections 1

06 - Little White Oak Creek v2 - Site 3 - Planl View

Sheets and Views

Rose Creek - Plan View

07 - Little White Oak Creek v2 - Site 3 - Finall View

Sheets and Views

Rose Creek - Plan View

08 - Little White Oak Creek v2 - Site 3 - Cross Sections

Sheets and Views

Rose Creek - Sections 1

09 - Little White Oak Creek v3 - Details

Sheets and Views

Details

File details come from the government source that posted it. Updated Feb 2, 2026.