Final Text
9VAC25-720-50. Potomac-Shenandoah River Basin.
A. Total Maximum Daily Load (TMDLs).
TMDL # |
Stream Name |
TMDL Title |
City/County |
WBID |
Pollutant |
WLA |
Units |
1. |
Muddy Creek |
Nitrate TMDL Development for Muddy Creek/Dry River, Virginia |
Rockingham |
B21R |
Nitrate |
49,389.00 |
LB/YR |
2. |
Blacks Run |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Sediment |
32,844.00 |
LB/YR |
3. |
Cooks Creek |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Sediment |
69,301.00 |
LB/YR |
4. |
Cooks Creek |
TMDL Development for Blacks Run and Cooks Creek |
Rockingham |
B25R |
Phosphorus |
0 |
LB/YR |
5. |
Muddy Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham |
B22R |
Sediment |
286,939.00 |
LB/YR |
6. |
Muddy Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham |
B22R |
Phosphorus |
38.00 |
LB/YR |
7. |
Holmans Creek |
TMDL Development for Muddy Creek and Holmans Creek, Virginia |
Rockingham/ Shenandoah |
B45R |
Sediment |
78,141.00 |
LB/YR |
8. |
Mill Creek |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B29R |
Sediment |
276.00 |
LB/YR |
9. |
Mill Creek |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B29R |
Phosphorus |
138.00 |
LB/YR |
10. |
Pleasant Run |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B27R |
Sediment |
0.00 |
LB/YR |
11. |
Pleasant Run |
TMDL Development for Mill Creek and Pleasant Run |
Rockingham |
B27R |
Phosphorus |
0.00 |
LB/YR |
12. |
Linville Creek |
Total Maximum Load Development for Linville Creek: Bacteria and Benthic Impairments |
Rockingham |
B46R |
Sediment |
5.50 |
TONS/YR |
13. |
Quail Run |
Benthic TMDL for Quail Run |
Rockingham |
B35R |
Ammonia |
7,185.00 |
KG/YR |
14. |
Quail Run |
Benthic TMDL for Quail Run |
Rockingham |
B35R |
Chlorine |
27.63 |
KG/YR |
15. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (South Fork and Main Stem) |
Warren & Clarke |
B41R B55R B57R B58R |
PCBs |
179.38 |
G/YR |
16. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (North Fork) |
Warren & Clarke |
B51R |
PCBs |
0.00 |
G/YR |
17. |
Shenandoah River |
Development of Shenandoah River PCB TMDL (Main Stem) |
Warren & Clarke |
WV |
PCBs |
179.38 |
G/YR |
18. |
Cockran Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Augusta |
B10R |
Organic Solids |
1,556.00 |
LB/YR |
19. |
Lacey Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Rockingham |
B47R |
Organic Solids |
680.00 |
LB/YR |
20. |
Orndorff Spring |
Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins |
Shenandoah |
B52R |
Organic Solids |
103.00 |
LB/YR |
21. |
Toms Brook |
Benthic TMDL for Toms Brook in Shenandoah County, Virginia |
Shenandoah |
B50R |
Sediment |
8.1 |
T/YR |
22. |
Goose Creek |
Benthic TMDLs for the Goose Creek Watershed |
Loudoun, Fauquier |
A08R |
Sediment |
1,587 |
T/YR |
23. |
Little River |
Benthic TMDLs for the Goose Creek Watershed |
Loudoun |
A08R |
Sediment |
105 |
T/YR |
24. |
Christians Creek |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B14R |
Sediment |
145 |
T/YR |
25. |
Moffett Creek |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B13R |
Sediment |
0 |
T/YR |
26. |
Upper Middle River |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA |
Augusta |
B10R |
Sediment |
1.355 |
T/YR |
27. |
Mossy Creek |
Total Maximum Daily Load Development for Mossy Creek and Long Glade Run: Bacteria and General Standard (Benthic) Impairments |
Rockingham |
B19R |
Sediment |
0.04 |
T/YR |
28. |
Smith Creek |
Total Maximum Daily Load (TMDL) Development for Smith Creek |
Rockingham, Shenandoah |
B47R |
Sediment |
353,867 |
LB/YR |
29. |
Abrams Creek |
Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia |
Frederick |
B09R |
Sediment |
478 |
T/YR |
30. |
Lower Opequon Creek |
Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia |
Frederick, Clarke |
B09R |
Sediment |
1,039 |
T/YR |
31. |
Mill Creek |
Mill Creek Sediment TMDL for a Benthic Impairment, Shenandoah County, Virginia |
Shenandoah |
B48R |
Sediment |
0.9 |
T/YR |
32. |
South Run |
Benthic TMDL Development for South Run, Virginia |
Fauquier |
A19R |
Phosphorus |
0.038 |
T/YR |
33. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
Sediment |
40 |
T/YR |
34. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
Lead |
0 |
KG/YR |
35. |
Lewis Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Augusta |
B12R |
PAHs |
0 |
KG/YR |
36. |
Bull Run |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Loudoun, Fairfax, and Prince William counties, and the Cities of Manassas and Manassas Park |
A23R-01 |
Sediment |
5,986.8 |
T/TR |
37. |
Popes Head Creek |
Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic) |
Fairfax County and Fairfax City |
A23R-02 |
Sediment |
1,594.2 |
T/YR |
B. Non-TMDL waste load allocations.
Water Body |
Permit No. |
Facility Name |
Outfall No. |
Receiving Stream |
River Mile |
Parameter Description |
WLA |
Units WLA |
VAV-B02R |
VA0023281 |
Monterey STP |
001 |
West Strait Creek |
3.85 |
CBOD5 |
11.4 |
KG/D |
VAV-B08R |
VA0065552 |
Opequon Water Reclamation Facility |
001 |
Opequon Creek |
32.66 |
BOD5, JUN-NOV |
207 |
KG/D |
|
|
AKA Winchester - Frederick Regional |
|
|
|
CBOD5, DEC-MAY |
1514 |
KG/D |
VAV-B14R |
VA0025291 |
Fishersville Regional STP |
001 |
Christians Creek |
12.36 |
BOD5 |
182 |
KG/D |
VAV-B23R |
VA0060640 |
North River WWTF |
001 |
North River |
15.01 |
CBOD5, JAN-MAY |
1030 |
KG/D |
|
7.23.04 |
AKA Harrisonburg - Rockingham Reg. Sewer Auth. |
|
|
|
CBOD5, JUN-DEC |
606 |
KG/D |
TKN, JUN-DEC |
303 |
KG/D |
||||||
TKN, JAN-MAY |
545 |
KG/D |
||||||
VAV-B32R |
VA0002160 |
INVISTA - Waynesboro Formerly Dupont - Waynesboro |
001 |
South River |
25.3 |
BOD5 |
272 |
KG/D |
VAV-B32R |
VA0025151 |
Waynesboro STP |
001 |
South River |
23.54 |
CBOD5 |
227 |
KG/D |
CBOD5, JUN-OCT |
113.6 |
KG/D |
||||||
VAV-B35R |
VA0024732 |
Massanutten Public Service STP |
001 |
Quail Run |
5.07 |
BOD5 |
75.7 |
KG/D |
VAV-B37R |
VA0002178 |
Merck & Company |
001 |
S.F. Shenandoah River |
88.09 |
BOD5 |
1570 |
KG/D |
VAV-B37R |
VA0002178 |
Merck & Company |
001 |
S.F. Shenandoah River |
88.09 |
BOD5 |
1570 |
KG/D |
AMMONIA, AS N |
645.9 |
KG/D |
||||||
VAV-B49R |
VA0028380 |
Stoney Creek Sanitary District STP |
001 |
Stoney Creek |
19.87 |
BOD5, JUN-NOV |
29.5 |
KG/D |
VAV-B53R |
VA0020982 |
Middletown STP |
001 |
Meadow Brook |
2.19 |
CBOD5 |
20.8 |
KG/D |
VAV-B58R |
VA0020532 |
Berryville STP |
001 |
Shenandoah River |
24.23 |
CBOD5 |
42.6 |
KG/D |
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) |
B37R |
Coors Brewing Company |
VA0073245 |
54,820 |
4,112 |
B14R |
Fishersville Regional STP |
VA0025291 |
48,729 |
3,655 |
B32R |
INVISTA - Waynesboro (Outfall 101) |
VA0002160 |
78,941 |
1,009 |
B39R |
Luray STP |
VA0062642 |
19,492 |
1,462 |
B35R |
Massanutten PSA STP |
VA0024732 |
18,273 |
1,371 |
B37R |
Merck - Stonewall WWTP (Outfall 101) |
VA0002178 |
14,619 |
1,096 |
B12R |
Middle River Regional STP |
VA0064793 |
82,839 |
6,213 |
B23R |
North River WWTF (2) |
VA0060640 |
253,391 |
19,004 |
B22R |
VA Poultry Growers -Hinton |
VA0002313 |
27,410 |
1,371 |
B38R |
Pilgrims Pride - Alma |
VA0001961 |
18,273 |
914 |
B31R |
Stuarts Draft WWTP |
VA0066877 |
48,729 |
3,655 |
B32R |
Waynesboro STP |
VA0025151 |
48,729 |
3,655 |
B23R |
Weyers Cave STP |
VA0022349 |
6,091 |
457 |
B58R |
Berryville STP |
VA0020532 |
8,528 |
640 |
B55R |
Front Royal STP |
VA0062812 |
48,729 |
3,655 |
B49R |
Georges Chicken LLC |
VA0077402 |
31,065 |
1,553 |
B48R |
Mt. Jackson STP (3) |
VA0026441 |
8,528 |
640 |
B45R |
New Market STP |
VA0022853 |
6,091 |
457 |
B45R |
North Fork (SIL) WWTF |
VA0090263 |
23,390 |
1,754 |
B49R |
Stoney Creek SD STP |
VA0028380 |
7,309 |
548 |
B50R |
North Fork Regional WWTP (1) |
VA0090328 |
9,137 |
685 |
B51R |
Strasburg STP |
VA0020311 |
11,939 |
895 |
B50R |
Woodstock STP |
VA0026468 |
24,364 |
1,827 |
A06R |
Basham Simms WWTF (4) |
VA0022802 |
18,273 |
1,371 |
A09R |
Broad Run WRF (5) |
VA0091383 |
134,005 |
3,350 |
A08R |
Leesburg WPCF |
MD0066184 |
121,822 |
9,137 |
A06R |
Round Hill Town WWTF |
VA0026212 |
9,137 |
685 |
A25R |
DSC - Section 1 WWTF (6) |
VA0024724 |
42,029 |
2,522 |
A25R |
DSC - Section 8 WWTF (7) |
VA0024678 |
42,029 |
2,522 |
A25E |
H L Mooney WWTF |
VA0025101 |
219,280 |
13,157 |
A22R |
UOSA - Centreville |
VA0024988 |
1,315,682 |
16,446 |
A19R |
Vint Hill WWTF (8) |
VA0020460 |
8,680 |
868 |
B08R |
Opequon WRF |
VA0065552 |
102,336 |
7,675 |
B08R |
Parkins Mills STP (9) |
VA0075191 |
60,911 |
4,568 |
A13E |
Alexandria SA WWTF |
VA0025160 |
493,381 |
29,603 |
A12E |
Arlington County Water PCF |
VA0025143 |
365,467 |
21,928 |
A16R |
Noman M Cole Jr PCF |
VA0025364 |
612,158 |
36,729 |
A12R |
Blue Plains (VA Share) |
DC0021199 |
581,458 |
26,166 |
A26R |
Quantico WWTF |
VA0028363 |
20,101 |
1,206 |
A28R |
Aquia WWTF |
VA0060968 |
73,093 |
4,386 |
A31E |
Colonial Beach STP |
VA0026409 |
18,273 |
1,827 |
A30E |
Dahlgren WWTF |
VA0026514 |
9,137 |
914 |
A29E |
Fairview Beach |
MD0056464 |
1,827 |
183 |
A30E |
US NSWC-Dahlgren WWTF |
VA0021067 |
6,578 |
658 |
A31R |
Purkins Corner STP |
VA0070106 |
1,096 |
110 |
|
TOTALS: |
|
5,156,169 |
246,635 |
NOTE: (1) Shenandoah Co. - North Fork Regional WWTP waste load allocations (WLAs) based on a design flow capacity of 0.75 million gallons per day (MGD). If plant is not certified to operate at 0.75 MGD design flow capacity by December 31, 2010, the WLAs will be deleted and facility removed from Significant Discharger List.
(2) Harrisonburg-Rockingham Regional S.A.-North River STP: waste load allocations (WLAs) based on a design flow capacity of 20.8 million gallons per day (MGD). If plant is not certified to operate at 20.8 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 194,916 lbs/yr; TP = 14,619 lbs/yr, based on a design flow capacity of 16.0 MGD.
(3) Mount Jackson STP: waste load allocations (WLAs) based on a design flow capacity of 0.7 million gallons per day (MGD). If plant is not certified to operate at 0.7 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 7,309 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.
(4) Purcellville-Basham Simms STP: waste load allocations (WLAs) based on a design flow capacity of 1.5 million gallons per day (MGD). If plant is not certified to operate at 1.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 12,182 lbs/yr; TP = 914lbs/yr, based on a design flow capacity of 1.0 MGD.
(5) Loudoun Co. S.A.-Broad Run WRF: waste load allocations (WLAs) based on a design flow capacity of 11.0 million gallons per day (MGD). If plant is not certified to operate at 11.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 121,822 lbs/yr; TP = 3,046 lbs/yr, based on a design flow capacity of 10.0 MGD.
(6) Dale Service Corp.-Section 1 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.
(7) Dale Service Corp.-Section 8 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.
(8) Fauquier Co. W&SA-Vint Hill STP: waste load allocations (WLAs) based on a design flow capacity of 0.95 million gallons per day (MGD). If plant is not certified to operate at 0.95 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 5,482 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.
(9) Parkins Mill STP: waste load allocations (WLAs) based on a design flow capacity of 5.0 million gallons per day (MGD). If plant is not certified to operate at 5.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,741 lbs/yr, based on a design flow capacity of 3.0 MGD.
Statutory Authority
§62.1-44.15 of the Code of Virginia and 33 USC §1313(e) of the Clean Water Act.
Historical Notes
Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 9, eff. February 9, 2005; Errata, 21:11 VA.R. 1425 February 7, 2005; Volume 21, Issue 12, eff. March 23, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 3, eff. November 16, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007; Volume 23, Issue 15, eff. May 2, 2007; Volume 24, Issue 2, eff. November 15, 2007.
9VAC25-720-90. Tennessee-Big Sandy River Basin.
A. 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 |
|
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 |
B. Non-TMDL waste load 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 |
Statutory Authority
§62.1-44.15 of the Code of Virginia and 33 USC §1313(e) of the Clean Water Act.
Historical Notes
Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 9, eff. February 9, 2005; Volume 21, Issue 12, eff. March 23, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007 Volume 24, Issue 2, eff. November 15, 2007.