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Action:
Adopt Three TMDLS (62014 - James & Tennessee-Big Sandy)
Stage: Final
9VAC25-720-60

9VAC25-720-60. James River Basin.

A. Total maximum daily load (TMDLs).

TMDL #

Stream Name

TMDL Title

City/County

WBID

Pollutant

WLA

Units

1.

Pheasanty Run

Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins

Bath

I14R

Organic Solids

1,231.00

LB/YR

2.

Wallace Mill Stream

Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins

Augusta

I32R

Organic Solids

2,814.00

LB/YR

3.

Montebello Sp. Branch

Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins

Nelson

H09R

Organic Solids

37.00

LB/YR

4.

Unnamed Tributary to Deep Creek

General Standard Total Maximum Daily Load for Unnamed Tributary to Deep Creek

Nottoway

J11R

Raw Sewage

0

GAL/YR

5.

Unnamed Tributary to Chickahominy River

Total Maximum Daily Load (TMDL) Development for the Unnamed Tributary to the Chickahominy River

Hanover

G05R

Total Phosphorus

409.35

LB/YR

6.

Rivanna River

Benthic TMDL Development for the Rivanna River Watershed

Albemarle, Greene, Nelson, and Orange

H27R
H28R

Sediment

10,229

Lbs/Day

7.

Jackson River

Benthic TMDL Development for the Jackson River, Virginia

Alleghany, Bath, Highland

I04R, I09R

Total Phosphorus

72,955

LB/GS1

8.

Jackson River

Benthic TMDL Development for the Jackson River, Virginia

Alleghany, Bath, Highland

I04R, I09R

Total Nitrogen

220,134

LB/GS

9.

Little Calfpasture

Total Maximum Daily Load Development to Address a Benthic Impairment in the Little Calfpasture River, Rockbridge County, Virginia

Rockbridge

132R

Sediment

30.4

T/YR

10.

Phelps Branch

Phelps Branch Sediment TMDL Development Report for a Benthic Impairment in Appomattox County, Virginia

Appomattox

H06R

Sediment

115.7

T/YR

11.

Long Branch

Sediment TMDL Development Report for Benthic Impairments in Long Branch and Buffalo River in Amherst County, Virginia

Amherst

H11R

Sediment

16.2

T/YR

12.

Buffalo River

Sediment TMDL Development Report for Benthic Impairments in Long Branch and Buffalo River in Amherst County, Virginia

Amherst

H11R

Sediment

306.4

T/YR

13.

Chickahominy River

Benthic TMDL Development for Chickahominy River, Virginia

Hanover, Henrico

G05R

Sediment

294.03

T/YR

14.

Colliers Creek

Bacteria TMDL Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River, and Cedar Creek and a Sediment TMDL Development for Colliers Creek

Rockbridge

138R

Sediment

103.4

T/YR

1 GS means growing season.

EDITOR'S NOTE: Subsections B and C of 9VAC25-720-60 are not amended; therefore, the text of those subsections is not set out.

B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load allocations.

TABLE B1 - UPPER JAMES RIVER BASIN RECOMMENDED SEGMENT CLASSIFICATION

Stream Name

Segment No.

Mile to Mile

Classification

Comments

Maury River

2-4

80.3-0.0

E.L.

Main & tributaries

James River

2-5

271.5-266.0

W.Q.

Main only

James River

2-6

266.0-115.0

E.L.

Main & tributaries except Tye & Rivanna River

Tye River

2-7

41.7-0.0

E.L.

Main & tributaries except Rutledge Creek

Rutledge Creek

2-8

3.0-0.0

W.Q.

Main only

Piney River

2-9

20.6-0.0

E.L.

Main & tributaries

Rivanna River

2-10

20.0-0.0

E.L.

Main & tributaries

Rivanna River

2-11

38.1-20.0

W.Q.

Main only

Rivanna River

2-12

76.7-38.1

E.L.

Main & tributaries

S.F. Rivanna River

2-13

12.2-0.0

E.L.

Main & tributaries

Mechum River

2-14

23.1-0.0

E.L.

Main & tributaries

N.F. Rivanna River

2-15

17.0-0.0

E.L.

Main & tributaries except Standardsville Run

Standardsville Run

2-16

1.2-0.0

W.Q.

Main only

Appomattox River

2-17

156.2-27.7

E.L.

Main & tributaries except Buffalo Creek, Courthouse Branch, and Deep Creek

Buffalo Creek

2-18

20.9-0.0

E.L.

Main & tributaries except Unnamed Tributary @ R.M. 9.3

Unnamed Tributary of Buffalo Creek @ R.M. 9.3

2-19

1.3-0.0

W.Q.

Main only

Courthouse Branch

2-20

0.6-0.0

W.Q.

Main only

Deep Creek

2-21

29.5-0.0

E.L.

Main & tributaries except Unnamed Tributary @ R.M. 25.0

Unnamed Tributary of Deep Creek @ R.M. 25.0

2-22

2.2-0.0

W.Q.

Main only

 

TABLE B2 - UPPER JAMES RIVER BASIN LOAD ALLOCATIONS BASED ON EXISTING DISCHARGE POINT7

Stream Name

Segment Number

Classification

Mile to Mile

Significant Discharges

Total Assimilative Capacity of Stream BOD5 lbs/day

Wasteload Allocation BOD5 lbs/day2

Reserve BOD5 lbs/day5

Cedar Creek

2-3

E.L.

1.9-0.0

Natural Bridge, Inc. STP

35.0

28.0

7.0 (20%)

Elk Creek

2-3

E.L.

2.8-0.0

Natural Bridge Camp for Boys STP

7.0

3.3

3.7 (53%)

Little Calfpasture River

2-4

E.L.

10.9-4.0

Craigsville

12.0

9.6

2.4 (20%)

Cabin River

2-4

E.L.

1.7-0.0

Millboro

Self -sustaining

None

None

Maury River

2-4

E.L.

19.6-12.2

Lexington STP

380.0

380.0

None

Maury River

2-4

E.L.

12.2-1.2

Georgia Bonded Fibers

760.0

102.03

238.0 (31%)

 

 

 

 

Buena Vista STP

 

420.0

 

Maury River

2-4

E.L.

1.2-0.0

Lees Carpets

790.0

425.03

290.0 (37%)

 

 

 

 

Glasgow STP

 

75.0

 

James River

2-5

W.Q.

271.5-266.0

Owens-Illinois

4,640.0

4,640.03

None

James River

2-6

E.L.

257.5-231.0

Lynchburg STP

10,100.0

8,000.0

2,060.0 (20%)

 

 

 

 

Babcock & Wilcox- NNFD

 

40.03

 

James River

2-6

E.L.

231.0-202.0

Virginia Fibre

3,500.0

3,500.0

None

Rutledge Creek

2-8

W.Q.

3.0-0.0

Amherst STP

46.0

37.0

9.0 (20%)

Town Creek

2-7

E.L.

2.1-0.0

Lovingston STP

26.0

21.0

5.0 (20%)

Ivy Creek

2-6

E.L.

0.1-0.0

Schuyler

13.8

11.0

2.8 (20%)

James River

2-6

E.L.

186.0-179.0

Uniroyal, Inc.

1,400.0

19.36

1,336.0 (95%)

 

 

 

 

Scottsville STP

 

45.0

 

North Creek

2-6

E.L.

3.1-0.0

Fork Union STP

31.0

25.0

6.0 (20%)

Howells Branch and Licking Hole Creek

2-14

E.L.

0.7-0.0

Morton Frozen Foods

20.0

20.03

None

Standardsville Run

2-16

W.Q.

1.2-0.0

Standardsville STP

17.9

14.3

3.6 (20%)

Rivanna River

2-11

W.Q.

23.5-20.0

Lake Monticello STP

480.0

380.0

100.0 (20%)

Rivanna River

2-10

E.L.

15.0-0.0

Palmyra

250.0

4.0

158.0 (63%)

 

 

 

 

Schwarzenbach Huber

 

88.03

 

Unnamed Tributary of Whispering Creek

2-6

E.L.

1.2-00

Dillwyn STP

38.0

30.0

8.0 (21%)

South Fork Appomattox River

2-17

E.L.

5.5-0.0

Appomattox Lagoon

18.8

15.0

3.8 (20%)

Unnamed Tributary of Buffalo Creek

2-19

W.Q.

1.3-0.0

Hampden-Sydney Coll. STP

10.0

8.0

2.0 (20%)

Appomattox River

2-17

E.L.

106.1-88.0

Farmville STP

280.0

220.0

60.0 (21%)

Unnamed Tributary of Little Guinea Creek

2-17

E.L.

2.5-1.3

Cumberland H.S. Lagoon

0.6

0.5

0.1 (20%)

Unnamed Tributary of Tear Wallet Creek

2-17

E.L.

0.68-0.0

Cumberland Courthouse

8.8

7.0

1.8 (20%)

Courthouse Branch

2-22

W.Q.

2.2-0.0

Amelia STP

21.0

17.0

4.0 (20%)

Unnamed Tributary of Deep Creek

2-22

W.Q.

2.2-0.0

Crewe STP

50.311,12

50.111, 12

0.2 (0.4%)11,12,13

1Recommended classification.

2Based on 2020 loads or stream assimilative capacity less 20%.

3Load allocation based on published NPDES permits.

4This assimilative capacity is based upon an ammonia loading no greater than 125.1 lbs/day.

5Percentages refer to reserve as percent of total assimilative capacity. Minimum reserve for future growth and modeling accuracy is 20% unless otherwise noted.

6No NPDES Permits published (BPT not established) allocation base on maximum value monitored.

7This table is for the existing discharge point. The recommended plan may involve relocation or elimination of stream discharge.

8Assimilative capacity will be determined upon completion of the ongoing study by Hydroscience, Inc.

9Discharges into Karnes Creek, a tributary to the Jackson River.

10Discharges into Wilson Creek, near its confluence with Jackson River.

11Five-day Carbonaceous Biological Oxygen Demand (cBOD5).

12Revision supersedes all subsequent Crewe STP stream capacity, allocation, and reserve references.

130.4 percent reserve: determined by SWCB Piedmont Regional Office.

Source: Wiley & Wilson, Inc.

TABLE B3 - UPPER JAMES RIVER BASIN ADDITIONAL LOAD ALLOCATIONS
BASED ON RECOMMENDED DISCHARGE POINT

Stream Name

Segment Number

Classification1

 

Significant Discharges

Total Assimilative Capacity of Stream BOD5 lbs/day

Wasteload2 Allocation BOD5 lbs/day

Reserve4 BOD5 lbs/day5

Mill Creek

2-4

E.L.

5.5-0.0

Millboro

30.0

7.3

22.7 (76%)

Calfpasture River

2-4

E.L.

4.9-0.0

Goshen

65.0

12.0

53.0 (82%)

Maury River

2-4

E.L.

1.2-0.0

Lees Carpet

790.0

425.03

235.0 (30%)

 

 

 

 

Glasgow Regional S.T.P.

 

130.0

 

Buffalo River

2-7

E.L.

9.6-0.0

Amherst S.T.P.

150.0

120.0

30.0 (20%)

Rockfish River

2-6

E.L.

9.5-0.0

Schuyler S.T.P.

110.0

25.0

85.0 (77%)

Standardsville Run

 

E.L.

 

Standardsville

Land Application Recommended

 

South Fork Appomattox River

 

E.L.

 

Appomattox Lagoon

Connect to Recommended Facility in Roanoke River Basin

Buffalo Creek

2-17

E.L.

9.3-7.7

Hampden-Sydney College

46.0

23.0

23.0 (50%)

Unnamed trib. of Tear Wallet Creek

 

E.L.

 

Cumberland Courthouse

Land Application Recommended

 

Courthouse Branch

 

E.L.

 

Amelia

Land Application Recommended

 

Deep Creek

2-17

E.L.

25.0-12.8

Crewe S.T.P.

69.0

55.0

14.0 (20%)

1Recommended classification.

2Based on 2020 loads or stream assimilative capacity less 20%.

3Load allocation based on published NPDES permit.

4Percentages refer to reserve as percent of total assimilative capacity. Minimum reserve for future growth and modeling accuracy is 20% unless otherwise noted.

5Assimilative capacity will be determined upon completion of the ongoing study by Hydroscience, Inc.

Source: Wiley & Wilson, Inc.

TABLE B4 - SEGMENT CLASSIFICATION UPPER JAMES-JACKSON RIVER SUBAREA

Stream Name

Segment Number

Mile to Mile

Stream Classification

Comments

Back Creek

2-1

16.06-8.46

W.Q.

Main Only

Jackson River

2-1

95.70-24.90

E.L.

Main and Tributaries

Jackson River

2-2

24.90-0.00

W.Q.

Main Only

Jackson River

2-2

24.90-0.00

E.L.

Tributaries Only

James River

2-3

349.50-308.50

E.L.

Main and Tributaries

James River

2-3

308.50-279.41

E.L.

Main and Tributaries

 

TABLE B5 - UPPER JAMES-JACKSON RIVER SUBAREA WASTELOAD ALLOCATIONS BASED ON EXISTING DISCHARGE POINT1

MAP LOCATION

STREAM NAME

SEGMENT NUMBER

SEGMENT CLASSIFICATION STANDARDS

MILE to2 MILE

DISCHARGER

VPDES PERMIT NUMBER

VPDES PERMIT LIMITS BOD5 kg/day

303(e)3 WASTELOAD ALLOCATION BOD5 kg/day

1

Jackson River

2-1

E.L.

93.05-

Virginia Trout

VA0071722

N/A

Secondary

B

Warm Springs Run

2-1

E.L.

3.62-0.00

Warm Springs STP

VA0028233

9.10

Secondary

3

Back Creek

2-1

W.Q.

16.06-8.46

VEPCO

VA0053317

11.50

11.50

C

X-trib to Jackson River

2-1

E.L.

0.40-0.0

Bacova

VA0024091

9.10

Secondary

D

Hot Springs Run

2-1

E.L.

5.30-0.00

Hot Springs Reg. STP

VA0066303

51.10

Secondary

E

X-trib to Cascades Creek

2-1

E.L.

3.00-0.00

Ashwood-Healing Springs STP

VA0023726

11.30

Secondary

F

Jackson River

2-1

E.L.

50.36-

U.S. Forest Service Bolar Mountain

VA0032123

1.98

Secondary

G

Jackson River

2-1

E.L.

43.55

U.S. Army COE Morris Hill Complex

VA0032115

1.70

Secondary

H

Jackson River

2-1

E.L.

29.84-

Alleghany County Clearwater Park

VA0027955

5.70

Secondary

4

Jackson River

2-1

E.L.

25.99

Covington City Water Treatment Plant

VA0058491

N/A

Secondary

5

Jackson River

2-2

W.Q.

24.64-19.03

Westvaco

VA0003646

4,195.00

4,195.004

6

 

 

 

 

Covington City5 Asphalt Plant

VA0054411

N/A

N/A

7

 

 

 

 

Hercules, Inc6

VA0003450

94.00

94.00

J

Jackson River

2-2

W.Q.

19.03-10.5

Covington STP

VA0025542

341.00

341.00

K

Jackson River

 

 

10.5-0.0

Low Moor STP7

VA0027979

22.70

22.70

M

 

 

 

 

D.S. Lancaster CC8

VA0028509

3.60

3.60

L

 

 

 

 

Selma STP9

VA0028002

59.00

59.00

10

 

 

 

 

The Chessie System10

VA0003344

N/A

N/A

N

 

 

 

 

Clifton Forge STP11

VA0002984

227.00

227.00

11

 

 

 

 

Lydall12

VA0002984

6.00

6.00

P

 

 

 

 

Iron Gate STP13

VA0020541

60.00

60.00

8

Paint Bank Branch

2-2

E.L.

1.52

VDGIF Paint Bank Hatchery

VA0098432

N/A

Secondary

I

Jerrys Run

2-2

E.L.

6.72-

VDOT 1-64 Rest Area

VA0023159

0.54

Secondary

AA

East Branch (Sulfer Spring)

2-2

E.L.

2.16

Norman F. Nicholas

VA0078403

0.05

Secondary

BB

East Branch (Sulfer Spring)

2-2

E.L.

1.91-

Daryl C. Clark

VA0067890

0.068

Secondary

9

Smith Creek

2-2

E.L.

3.44-

Clifton Forge Water Treatment Plant

VA0006076

N/A

Secondary

O

Wilson Creek

2-2

E.L.

0.20-0.0

Cliftondale14 Park STP

VA0027987

24.00

Secondary

2

Pheasanty Run

2-3

E.L.

0.01-

Coursey Springs

VA0006491

434.90

Secondary

Q

Grannys Creek

2-3

E.L.

1.20-

Craig Spring Conference Grounds

VA0027952

3.40

Secondary

CC

X-trib to Big Creek

2-3

E.L.

1.10-

Homer Kelly Residence

VA0074926

0.05

Secondary

12

Mill Creek

2-3

E.L.

0.16-

Columbia Gas Transmission Corp.

VA0004839

N/A

Secondary

R

John Creek

2-3

E.L.

0.20-

New Castle STP(old)

VA0024139

21.00

Secondary

S

Craig Creek

2-3

E.L.

48.45-36.0

New Castle STP (new)

VA0064599

19.90

Secondary

T

Craig Creek

2-3

E.L.

46.98-

Craig County Schools McCleary E.S.

VA0027758

0.57

Secondary

DD

Eagle Rock Creek

2-3

E.L.

0.08-

Eagle Rock STP15 (Proposed)

VA0076350

2.30

Secondary

U

X-trib to Catawba Creek

2-3

E.L.

0.16

VDMH & R Catawba Hospital

VA0029475

13.60

Secondary

14

Catawba Creek

2-3

E.L.

23.84

Tarmac-Lonestar

VA0078393

0.80

Secondary

FF

Borden Creek

2-3

E.L.

2.00-

Shenandoah Baptist Church Camp

VA0075451

0.88

Secondary

EE

X-trib to Borden Creek

2-3

E.L.

0.36

David B. Pope

VA0076031

0.07

Secondary

V

X-trib to Catawba Creek

2-3

E.L.

3.21-

U.S. FHA Flatwood Acres

VA0068233

0.03

Secondary

W

Catawba Creek

2-3

E.L.

11.54-

Fincastle STP

VA0068233

8.50

Secondary

X

Looney Mill Creek

2-3

E.L.

1.83-

VDOT I-81 Rest Area

VA0023141

0.91

Secondary

Y

X-trib to Stoney

2-3

E.L.

0.57

VDOC Field Unit No. 25 Battle Creek

VA0023523

1.10

Secondary

Z

James River

2-3

E.L.

308.5-286.0

Buchanan STP

VA0022225

27.00

Secondary

TABLE B5 - NOTES:

N/A Currently No BOD5 limits or wasteload have been imposed by the VPDES permit. Should BOD5 limits (wasteload) be imposed a WQMP amendment would be required for water quality limited segments only.

1Secondary treatment levels are required in effluent limiting (E.L.) segments. In water quality limiting (W.Q.) segments quantities listed represent wasteload allocations.

2Ending river miles have not been determined for some Effluent Limited segments.

3These allocations represent current and original (1977 WQMP) modeling. Future revisions may be necessary based on Virginia State Water Control Board modeling.

4The total assimilative capacity at critical stream flow for this portion of Segment 2-2 has been modeled and verified by Hydroscience, Inc. (March 1977) to be 4,914 kg/day BOD5.

5The discharge is to an unnamed tributary to the Jackson River at Jackson River mile 22.93.

6The discharge is at Jackson River mile 19.22.

7The discharge is to the mouth of Karnes Creek, a tributary to the Jackson River at Jackson River mile 5.44.

8The discharge is at Jackson River mile 6.67.

9The discharge is at Jackson River mile 5.14.

10The discharge is at Jackson River mile 4.72.

11The discharge is at Jackson River mile 3.46.

12The discharge is at Jackson River mile 1.17

13The discharge is at Jackson River mile 0.76

14The discharge is to the mouth of Wilson Creek, a tributary to the Jackson River at Jackson River mile 2.44.

15The discharge is to the mouth of Eagle Rock Creek, a tributary to the Jackson River at Jackson River mile 330.35.

TABLE B6 - RICHMOND CRATER INTERIM WATER QUALITY MANAGEMENT PLAN STREAM CLASSIFICATIONS - JAMES RIVER BASIN

SEGMENT

SEGMENT NUMBER

MILE TO MILE

CLASSIFICATION

USGS HUC02080206 James River

2-19

115.0-60.5

W.Q.

USGS HUC02080207 Appomattox

2-23

30.1-0.0

W.Q.

TABLE B6 - *Note: A new stream segment classification for the Upper James Basin was adopted in 1981. The SWCB will renumber or realign these segments in the future to reflect these changes. This Plan covers only a portion of these segments.

TABLE B7 - RICHMOND CRATER INTERIM WATER QUALITY MANAGEMENT PLAN – CURRENT PERMITTED WASTE LOADS (March 1988)

 

SUMMER (June-October)

 

WINTER (November-May)

FLOW (mgd)

BOD5

NH3-N1

DO2 (mg/l)

FLOW (mgd)

BOD5

NH3-N1

DO2 (mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

City of Richmond STP3

45.00

3002

8.0

-

-

-

 

45.00

5367

14.3

(lbs/d)

-

-

E.I. DuPont-Spruance

8.68

936

-

-

-

-

8.68

936

-

-

-

-

Falling Creek STP

9.00

1202

16.0

-

-

5.9

9.00

2253

30.0

-

-

5.9

Proctor's Creek STP

6.40

1601

30.0

-

-

5.9

11.80

2952

30.0

-

-

5.9

Reynolds Metals Company

0.39

138

-

7

-

-

0.39

138

-

-

-

-

Henrico STP

30.00

3005

12.0

-

-

5.9

30.00

7260

29.0

7

-

5.9

American Tobacco Company

1.94

715

-

-

-

-

1.94

716

-

-

-

-

ICI Americas, Inc.

0.20

152

-

-

-

-

0.20

152

-

-

-

-

Phillip Morris - Park 500

1.50

559

-

-

-

-

1.50

557

-

-

-

-

Allied (Chesterfield)

51.00

1207

-

-

-

-

51.00

1207

 

-

-

-

Allied (Hopewell)

150.00

2500

-

-

-

-

150.00

2500

-

-

-

-

Hopewell Regional WTF

34.08

12507

44.0

-

-

4.8

34.08

12507

44.0

-

-

4.8

Petersburg STP

15.00

2804

22.4

-

-

5.0

15.00

2804

22.4

-

-

5.0

TOTAL

353.19

30328

 

 

 

 

358.59

39349

 

-

 

 

1NH3-N values represent ammonia as nitrogen.

2Dissolved oxygen limits represent average minimum allowable levels.

3Richmond STP's BOD5 is permitted as CBOD5

TABLE B7 - WASTE LOAD ALLOCATIONS FOR THE YEAR 1990

 

SUMMER (June-October)

 

WINTER (November-May)

FLOW (mgd)

CBOD5

NH3-N1,3

DO2 (mg/l)

CBOD5

NH3-N1

DO2 (mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

City of Richmond STP

45.00

3002

8.0

2403

6.4

5.6

 

5367

14.3

5707

15.2

5.6

E.I. DuPont-Spruance

11.05

948

 

590

 

4.4

948

 

756

 

2.9

Falling Creek STP

10.10

1348

16.0

539

6.4

5.9

2023

24.0

1281

15.2

5.9

Proctor's Creek STP

12.00

1602

16.0

961

9.6

5.9

2403

24.0

1402

14.0

5.9

Reynolds Metals Co.

0.49

172

 

8

 

6.5

172

 

8

 

6.5

Henrico STP

30.00

3002

12.0

2403

9.6

5.6

4756

19.0

3504

44.0

5.6

American Tobacco Co.

2.70

715

 

113

 

5.8

715

 

113

 

5.8

ICI Americas, Inc.

0.20

167

 

8

 

5.8

167

 

8

 

3.1

Phillip Morris- Park 500

2.20

819

 

92

 

4.6

819

 

92

 

4.6

Allied (Chesterfield)

53.00

1255

 

442

 

5.7

1255

 

442

 

5.7

Allied (Hopewell)

165.00

2750

 

10326

 

6.1

2750

 

10326

 

6.1

Hopewell Regional WTF

34.07

12502

44.0

12091

36.2

4.8

12502

44.0

10291

36.2

4.8

Petersburg STP

15.00

2802

22.4

801

6.4

5.0

2802

22.4

2028

16.2

5.0

TOTAL

380.81

31084

 

28978

 

 

36679

35958

 

 

 

1NH3-N values represent ammonia as nitrogen.

2Dissolved oxygen limits represent average minimum allowable levels.

3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit.

TABLE B7 - WASTE LOAD ALLOCATION FOR THE YEAR 2000

 

SUMMER (June-October)

 

WINTER (November-May)

FLOW (mgd)

CBOD5

NH3-N1,3

DO2 (mg/l)

CBOD5

NH3-N1

DO2 (mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

City of Richmond STP

45.08

3002

8.0

2403

6.4

5.6

 

5367

14.3

5707

15.2

5.6

E.I. DuPont-Spruance

196.99

948

 

590

 

4.4

948

 

756

 

2.9

Falling Creek STP

10.10

1348

16.0

539

6.4

5.9

2023

24.0

1281

15.2

5.9

Proctor's Creek STP

16.80

1602

11.4

961

6.9

5.9

2403

17.1

1402

10.0

5.9

Reynolds Metals Co.

0.78

172

 

13

 

6.5

172

 

13

 

6.5

Henrico STP

32.80

3002

11.0

2403

8.8

5.6

4756

17.4

3504

12.8

5.6

American Tobacco Co.

3.00

715

 

113

 

5.8

715

 

113

 

5.8

ICI Americas, Inc.

0.20

167

 

8

 

5.8

167

 

8

 

3.1

Phillip Morris- Park 500

2.90

819

 

92

 

4.6

819

 

92

 

4.6

Allied (Chesterfield)

56.00

1255

 

442

 

5.7

1255

 

442

 

5.7

Allied (Hopewell)

170.00

2750

 

10326

 

6.1

2750

 

10326

 

6.1

Hopewell Regional WTF

36.78

12502

40.7

12091

33.5

4.8

12502

40.7

10291

33.5

4.8

Petersburg STP

15.00

2802

22.4

801

6.4

5.0

2802

22.4

2028

16.2

5.0

TOTAL

406.43

31084

 

28982

 

 

36679

 

35963

 

 

1NH3-N values represent ammonia as nitrogen.

2Dissolved oxygen limits represent average minimum allowable levels.

3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit.

TABLE B7 - WASTE LOAD ALLOCATIONS FOR THE YEAR 2010

 

SUMMER (June-October)

 

WINTER (November-May)

FLOW (mgd)

CBOD5

NH3-N1,3

DO2 (mg/l)

CBOD5

NH3-N1

DO2 (mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

(lbs/d)

(mg/l)

City of Richmond STP

45.86

3002

7.8

2403

6.3

5.6

 

5367

14.0

5707

14.9

5.6

E.I. DuPont-Spruance

16.99

948

 

590

 

4.4

948

 

756

 

2.9

Falling Creek STP

10.10

1348

16.0

539

6.4

5.9

2023

24.0

1281

15.2

5.9

Proctor's Creek STP

24.00

1602

8.0

961

4.8

5.9

2403

12.0

1402

7.0

5.9

Reynolds Metals Co.

0.78

172

 

13

 

6.5

172

 

13

 

6.5

Henrico STP

38.07

3002

9.5

2403

7.6

5.6

4756

15.0

3504

11.0

5.6

American Tobacco Co.

3.00

715

 

113

 

5.8

715

 

113

 

5.8

ICI Americas, Inc.

0.20

167

 

8

 

5.8

167

 

8

 

3.1

Phillip Morris- Park 500

2.90

819

 

92

 

4.6

819

 

92

 

4.6

Allied (Chesterfield)

56.00

1255

 

442

 

5.7

1255

 

442

 

5.7

Allied (Hopewell)

180.00

2750

 

10326

 

6.1

2750

 

10326

 

6.1

Hopewell Regional WTF

39.61

12502

37.8

10291

31.1

4.8

12502

37.8

10291

31.1

4.8

Petersburg STP

15.00

2802

22.4

801

6.4

5.0

2802

22.4

2028

16.2

5.0

TOTAL

432.1

31084

 

28982

 

 

36679

 

35963

 

 

1NH3-N values represent ammonia as nitrogen.

2Dissolved oxygen limits represent average minimum allowable levels.

3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit.

C. Nitrogen and phosphorus waste load allocations to restore the Chesapeake Bay and its tidal rivers.

The following table presents nitrogen and phosphorus waste load allocations for the identified significant dischargers and the total nitrogen and total phosphorus waste load allocations for the listed facilities.

Virginia Waterbody ID

Discharger Name

VPDES Permit No.

Total Nitrogen (TN) Waste Load Allocation (lbs/yr)

Total Phosphorus (TP) Waste Load Allocation (lbs/yr)

I37R

Buena Vista STP

VA0020991

41,115

3,426

I09R

Clifton Forge STP

VA0022772

36,547

3,046

I09R

Covington STP

VA0025542

54,820

4,568

H02R

Georgia Pacific

VA0003026

122,489

49,658

I37R

Lees Carpets

VA0004677

30,456

12,182

I35R

Lexington-Rockbridge WQCF

VA0088161

54,820

4,568

I09R

Low Moor STP

VA0027979

9,137

761

I09R

Lower Jackson River STP

VA0090671

27,410

2,284

I04R

MeadWestvaco

VA0003646

394,400

159,892

H12R

Amherst STP

VA0031321

10,964

914

H05R

BWX Technologies Inc.

VA0003697

187,000

1,523

H05R

Greif Inc.

VA0006408

73,246

29,694

H31R

Lake Monticello STP

VA0024945

18,182

1,515

H05R

Lynchburg STP (1)

VA0024970

536,019

33,501

H28R

Moores Creek Regional STP

VA0025518

274,100

22,842

H38R

Powhatan CC STP

VA0020699

8,588

716

J11R

Crewe WWTP

VA0020303

9,137

761

J01R

Farmville WWTP

VA0083135

43,856

3,655

G02E

R. J. Reynolds

VA0002780

25,583

1,919

G01E

E I du Pont - Spruance

VA0004669

201,080

7,816

G01E

Falling Creek WWTP

VA0024996

153,801

15,380

G01E

Henrico County WWTP

VA0063690

1,142,085

114,209

G03E

Honeywell – Hopewell

VA0005291

1,090,798

51,592

G03R

Hopewell WWTP

VA0066630

1,827,336

76,139

G15E

HRSD – Boat Harbor STP

VA0081256

740,000

76,139

G11E

HRSD – James River STP

VA0081272

1,250,000

60,911

G10E

HRSD – Williamsburg STP

VA0081302

800,000

68,525

G02E

Philip Morris – Park 500

VA0026557

139,724

2,650

G01E

Proctors Creek WWTP

VA0060194

411,151

41,115

G01E

Richmond WWTP (1)

VA0063177

1,096,402

68,525

G02E

Dominion-Chesterfield (2)

VA0004146

352,036

210

J15R

South Central WW Authority

VA0025437

350,239

35,024

G07R

Chickahominy WWTP

VA0088480

6,167

123

G05R

Tyson Foods – Glen Allen

VA0004031

19,552

 409

G11E

HRSD – Nansemond STP

VA0081299

750,000

91,367

G15E

HRSD – Army Base STP

VA0081230

610,000

54,820

G15E

HRSD – VIP WWTP

VA0081281

750,000

121,822

G15E

JH Miles & Company

VA0003263

153,500

21,500

C07E

HRSD – Ches.-Elizabeth STP

VA0081264

1,100,000

108,674

 

TOTALS

 

14,901,739

1,354,375

NOTES: (1) Waste load allocations for localities served by combined sewers are based on dry weather design flow capacity. During wet weather flow events the discharge shall achieve a TN concentration of 8.0 mg/l and a TP concentration of 1.0 mg/l.

(2) Waste load allocations are "net" loads, based on the portion of the nutrient discharge introduced by the facility's process waste streams, and not originating in raw water intake.

9VAC25-720-90

9VAC25-720-90. Tennessee-Big Sandy River Basin.

A. Total Maximum Daily Load total maximum daily load (TMDLs).

TMDL #

Stream Name

TMDL Title

City/County

WBID

Pollutant

WLA

Units

1.

Guest River

Guest River Total Maximum Load Report

Wise

P11R

Sediment

317.92

LB/YR

2.

Cedar Creek

Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek

Washington

O05R

Sediment

1,789.93

LB/YR

3.

Hall/Byers Creek

Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek

Washington

O05R

Sediment

57,533.49

LB/YR

4.

Hutton Creek

Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek

Washington

O05R

Sediment

91.32

LB/YR

5.

Clinch River

Total Maximum Daily Load Development for the Upper Clinch River Watershed

Tazewell

P01R

Sediment

206,636

LB/YR

6.

Lewis Creek

Total Maximum Daily Load Development for the Lewis Creek Watershed

Russell

P04R

Sediment

40,008

LB/YR

7.

Black Creek

General Standard Total Maximum Daily Load Development for Black Creek, Wise County, Virginia

Wise

P17R

Manganese

2,127

KG/YR

8.

Dumps Creek

General Standard Total Maximum Daily Load Development for Dumps Creek, Russell County, Virginia

Russell

P08R

Total Dissolved Solids

1,631,575

KG/YR

9.

Dumps Creek

General Standard Total Maximum Daily Load Development for Dumps Creek, Russell County, Virginia

Russell

P08R

Total Suspended Solids

316,523

KG/YR

10.

Beaver Creek

Total Maximum Daily Load Development for the Beaver Creek Watershed

Washington

O07R

Sediment

784,036

LB/YR

11.

Stock Creek

General Standard (Benthic) Total Maximum Daily Load Development for Stock Creek

Scott

P13R

Sediment

0

T/YR

12.

Lick Creek

Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties

Dickenson, Russell and Wise

P10R

Sediment

63

T/YR

13.

Cigarette Hollow

Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties

Dickenson, Russell and Wise

P10R

Sediment

0.4

T/YR

14.

Laurel Branch

Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties

Dickenson, Russell and Wise

P10R

Sediment

3.9

T/YR

15.

Right Fork

Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties

Dickenson, Russell and Wise

P10R

Sediment

1.3

T/YR

16.

Middle Fork Holston River

Bacteria and Benthic Total Maximum Daily Load Development for Middle Fork Holston River

Washington, Smyth

O05R

Sediment

100.4

T/YR

17.

Wolf Creek

Bacteria and Benthic Total Maximum Daily Load Development for Wolf Creek

Washington

O06R

Sediment

301.6

T/YR

18.

North Fork Holston River

Mercury Total Maximum Daily Load Development for the North Fork Holston River, Virginia

Scott, Washington, Smyth, Bland, Tazewell, Russell

O10R

Total Mercury

11.9

G/YR

19.

Laurel Creek

Bacteria and Sediment TMDL Development Lower Clinch River Watershed, VA

Russell, Tazewell

P05R

Sediment

0.26

T/YR

20.

Thompson Creek

Bacteria and Sediment TMDL Development Lower Clinch River Watershed, VA

Russell

P07R

Sediment

0.22

T/YR

B. Non-TMDL waste load wasteload allocations.

Water Body

Permit No.

Facility Name

Receiving Stream

River Mile

Outfall No.

Parameter Description

WLA

Units WLA

VAS-Q13R

VA0061913

Pound WWTP

Pound River

33.26

001

CBOD5, JUN-NOV

28

KG/D

CBOD5, DEC-MAY

47

KG/D

TKN, JUN-NOV

28

KG/D

VAS-Q14R

VA0026565

Clintwood WWTP

Cranes Nest River

9.77

001

BOD5

30

KG/D

VAS-O06R

VA0026531

Wolf Creek Water Reclamation Facility

Wolf Creek

7.26

001

CBOD5

249.8

KG/D

VAS-P01R

VA0026298

Tazewell WWTP

Clinch River

346.26

001

CBOD5, JUN-NOV

76

KG/D

VAS-P03R

VA0021199

Richlands Regional WWTF

Clinch River

317.45

001

BOD5, JUN-NOV

273

KG/D

VAS-P06R

VA0020745

Lebanon WWTP

Big Cedar Creek

5.22

001

BOD5

91

KG/D

VAS-P11R

VA0077828

Coeburn Norton Wise Regional WWTP

Guest River

7.56

001

CBOD5, JUN-NOV

303

KG/D

CBOD5, DEC-MAY

379

KG/D

VAS-P15R

VA0029564

Duffield Industrial Park WWTP

North Fork Clinch River

21.02

001

BOD5

36

KG/D

VAS-P17R

VA0020940

Big Stone Gap Regional WWTP

Powell River

177.38

001

CBOD5, JUN-NOV

110

KG/D