Little_White_Oak_Plans_01-26-2026.pdf

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Attached to
Little White Oak Reclamation Project - UPDATED
Solicitation number
Event 32701-13826
Issued by
Claiborne County, Tennessee

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Little White Oak Reclamation Project - Construction Plans Summary

This document comprises the comprehensive construction plans for the Little White Oak Reclamation Project prepared by the Tennessee Department of Environment & Conservation Land Reclamation Section in Campbell County, Tennessee. The project encompasses three distinct sites totaling 65.3 acres and involves extensive land reclamation activities including grading, slope stabilization, stream restoration, and water management. Site 1 covers 33.2 acres with estimated cut and fill quantities of 297,000 cubic yards and 295,000 cubic yards respectively; Site 2 comprises 7.0 acres with 43,000 cubic yards cut and 42,000 cubic yards fill; Site 3 covers 25.1 acres with 196,000 cubic yards cut and 190,000 cubic yards fill. The project plans detail site access points, including construction entry from Little White Oak Road with a 20-foot cattle gate for Site 1 and access from White Oak Road for Site 2 and from Roses Creek Road for Site 3. Plans indicate installation of 3,500 feet of fencing to control cattle access and include four hundred feet of stream restoration work across the sites.

The construction plans specify detailed technical requirements for grading, drainage control, sediment management, and environmental protection measures. Work includes backfilling of highwalls with specified slope ratios ranging from 2:1 to 10:1, construction of terraces with maximum slopes of 2 percent, installation of sediment retention barriers and straw wattles, and construction of anoxic limestone drains utilizing high calcium limestone (#2 or 4"-9" size). The plans mandate water quality testing and treatment before dewatering operations and require revegetation of disturbed areas using slope stabilization or wildlife seed mixes per Section 801.0 specifications. Additional project components include replacement of damaged culverts with HDPE pipe (two 30-inch diameter culverts and one 24-inch diameter culvert, each 25 feet in length), construction of rock-lined channels, stream restoration structures including rock checks and log drop structures, and burial of residential waste at the base of highwalls. The plans were designed and drawn by MPP with final checking completed by DMGR-LR as of 2025.

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ITB_32701-13804_Amd_2.pdf PDF
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32701-13826_Mandatory_Pre-Bid_02-10-2026.pdf PDF
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TENNESSEE DEPARTMENT OF ENVIRONMENT & CONSERVATION

LAND RECLAMATION SECTION

CONSTRUCTION PLANS

FOR THE

LITTLE WHITE OAK

RECLAMATION PROJECT

CAMPBELL COUNTY, TENNESSEE

N

S

EW

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 07/29/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DESIGNED BY: MPP

DATE: 06/05/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

G SCALE 1" = 100'

BY

EN

TI

TY

PR

O

JE

CT

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

TL

E W

HITE

O

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

TL

E W

HI

TE

O

AK

C

RE

EK

DAMAGED CULVERT

0'

T O

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E W

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TE

O

AK

R

OA

D

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

EW

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

DESIGNED BY: MPP

DATE: 06/05/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

G SCALE 1" = 100'

BY

EN

TI

TY

PR

O

JE

CT

SITE 1 - FINAL VIEW

0 100 200 300

SCALE 1"=100'

ANOXIC LIMESTONE

DRAIN #1

LEGEND

FARM

POND

CAMPBELL

CEMETERY

LIT

TL

E W

HITE

O

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

TL

E W

HI

TE

O

AK

C

RE

EK

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)

0'

T O

LIT

TL

E W

HI

TE

O

AK

R

OA

D

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

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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

TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 07/29/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DESIGNED BY: MPP

DATE: 06/05/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 2025DW

G

SCALE 1" = 50'

BY

EN

TI

TY

PR

O

JE

CT

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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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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FILL

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10:1 OR FLATTER

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2½:1 SLOPE½:1 SLOPE:1 SLOPE

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6:1 SLOPE

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CUT

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* DO NOT DISTURB WATER-FILLED PIT

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FARM POND

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 04/12/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DESIGNED BY: MPP

DATE: 04/22/2024

CONTOURED BY: LiDAR

DATE: 2015

CHECKED BY: DMGR-LR

DATE: 2025DW

G

SCALE 1" = 80'

BY

EN

TI

TY

PR

O

JE

CT

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

N

S

EW

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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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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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

DESIGNED BY: MPP

DATE: 04/12/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 2025DW

G

SCALE 1" = 30'

BY

EN

TI

TY

PR

O

JE

CT

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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ORIGINAL GRADE

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WATERWAY

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PROPOSED GRADE

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MAJOR CONTOURS -10 FEET MINOR CONTOURS - 2 FEET2 FEET

LAND RECLAMATION SECTION

DRAWN BY: MPP

DATE: 11/07/2024

LITTLE WHITE OAK RECLAMATION PROJECT

DESIGNED BY: MPP

DATE: 11/01/2024

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

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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"

3'

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

12" STRAW WATTLE

INSTALL STAKE AT

A SLIGHT ANGLE

FLOW

4' MAXIMUM

SPACING ON STAKES

STRAW WATTLE DETAIL

3:1 SLOPE

2'

10'

18'

REGRADED SLOPE

TERRACE SECTION

10'-12'

3'

2:1 SLOPE

5 OZ NON-WOVEN

FILTER FABRIC COMBINATION 6"-12"

LIMESTONE & CLASS B

LIMESTONE

1.5'

5'

2'

5 OZ. NON-WOVEN

FILTER FABRIC

SURROUNDING STONE

4"-9" 90% CaCO3

LIMESTONE

8'

2'

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'

8'

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

DESIGNED BY: MPP

DATE: 10/02/2025

SURVEYED BY:

DATE:

CHECKED BY: DMGR-LR

DATE: 11/18/2025DW

G

SCALE N.T.S.

BY

EN

TI

TY

PR

O

JE

CT

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"

4"

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

4"

2"

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

8'

1:1 SLOPE

ROCK CONSTRICTOR LOG DROP STRUCTURE

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1' DROP STRUCTURE

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1' DROP STRUCTURE

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STREAM FLOW

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STREAM FLOW

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STREAM FLOW

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STREAM FLOW

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SCOUR POOL

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SCOUR POOL

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ONSITE ROCK 6"-12"

AutoCAD SHX Text NOTES: 1. EACH DEFLECTOR SHOULD REDUCE THE EACH DEFLECTOR SHOULD REDUCE THE STREAM WIDTH BY 25% 2. ROCK SHOULD EXTEND 1' ABOVE THE ROCK SHOULD EXTEND 1' ABOVE THE WATER LEVEL

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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SCOUR POOL

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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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5 OZ NON-WOVEN FILTER FABRIC

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ONSITE ROCK

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ONSITE ROCK

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STREAM WIDTH

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ROCK DEFLECTOR

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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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2:1 SLOPE

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TOP VIEW

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¼ STREAM STREAM WIDTH

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 .