Final Text
9VAC25-720-50. Potomac-Shenandoah River Basin.
A. Total maximum daily loads (TMDLs).
TMDL # |
Stream Name |
TMDL Title |
City/County |
WBID |
Pollutant |
WLA1 |
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 Daily 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 |
38. |
Accotink Bay |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A15R |
PCBs |
0.0992 |
G/YR |
39. |
Aquia Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Stafford |
A28E |
PCBs |
6.34 |
G/YR |
40. |
Belmont Bay/ |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
0.409 |
G/YR |
41. |
Chopawamsic Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26E |
PCBs |
1.35 |
G/YR |
42. |
Coan River |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Northumberland |
A34E |
PCBs |
0 |
G/YR |
43. |
Dogue Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A14E |
PCBs |
20.2 |
G/YR |
44. |
Fourmile Run |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Arlington |
A12E |
PCBs |
11 |
G/YR |
45. |
Gunston Cove |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A15E |
PCBs |
0.517 |
G/YR |
46. |
Hooff Run & Hunting Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A13E |
PCBs |
36.8 |
G/YR |
47. |
Little Hunting Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A14E |
PCBs |
10.1 |
G/YR |
48. |
Monroe Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A31E |
PCBs |
.0177 |
G/YR |
49. |
Neabsco Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
6.63 |
G/YR |
50. |
Occoquan River |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A25E |
PCBs |
2.86 |
G/YR |
51. |
Pohick Creek/Pohick Bay |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Fairfax |
A16E |
PCBs |
13.5 |
G/YR |
52. |
Potomac Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Stafford |
A29E |
PCBs |
0.556 |
G/YR |
53. |
Potomac River, Fairview Beach |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
King George |
A29E |
PCBs |
0.0183 |
G/YR |
54. |
Powells Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26R |
PCBs |
0.0675 |
G/YR |
55. |
Quantico Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
Prince William |
A26R |
PCBs |
0.742 |
G/YR |
56. |
Upper Machodoc Creek |
PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries |
King George |
A30E |
PCBs |
0.0883 |
G/YR |
57. |
Difficult Creek |
Benthic TMDL Development for Difficult Run, Virginia |
Fairfax |
A11R |
Sediment |
3,663.2 |
T/YR |
58. |
Abrams Creek |
Opequon Watershed TMDLs for Benthic Impairments |
Frederick and Clark |
B09R |
Sediment |
1039 |
T/YR |
59. |
Lower Opequon |
Opequon Watershed TMDLs for Benthic Impairments |
Frederick and Clark |
B09R |
Sediment |
1039 |
T/YR |
60. |
South River |
Bacteria and Benthic Total Maximum Daily Load Development for South River |
Augusta and Rockingham |
B32R |
Sediment |
619.4 |
T/YR |
61. |
South River |
Bacteria and Benthic Total Maximum Daily Load Development for South River |
Augusta and Rockingham |
B32R |
Phosphorus |
6,929.9 |
KG/YR |
62. |
South River |
Total Maximum Daily Load Development for Mercury in the South River, South Fork Shenandoah River, and Shenandoah River, Virginia |
Augusta, Rockingham, Page, and Warren |
B32R |
Mercury |
112 |
G/YR |
63. |
South Fork Shenandoah River |
Total Maximum Daily Load Development for Mercury in the South River, South Fork Shenandoah River, and Shenandoah River, Virginia |
Augusta, Rockingham, Page, and Warren |
B32R, B33R |
Mercury |
112 |
G/YR |
64. |
Shenandoah River |
Total Maximum Daily Load Development for Mercury in the South River, South Fork Shenandoah River, and Shenandoah River, Virginia |
Augusta, Rockingham, Page, and Warren |
B32R, B33R |
Mercury |
112 |
G/YR |
65. |
Spout Run |
Total Maximum Daily Load Development to Address Bacteria and Benthic Impairments in the Spout Run Watershed, Clarke County, Virginia |
Clarke |
B57R |
Sediment |
7.44 |
T/YR |
66. |
West Strait Creek |
Benthic Total Maximum Daily Load Development for Strait Creek and West Strait Creek |
Highland |
B02R |
Sediment |
0.02 |
T/D |
67. |
West Strait Creek |
Benthic Total Maximum Daily Load Development for Strait Creek and West Strait Creek |
Highland |
B02R |
CBOD5 |
11 |
KG/D |
68. |
West Strait Creek |
Benthic Total Maximum Daily Load Development for Strait Creek and West Strait Creek |
Highland |
B02R |
Dry season (June – December) ammonia as N |
1.6 |
KG/D |
69. |
West Strait Creek |
Benthic Total Maximum Daily Load Development for Strait Creek and West Strait Creek |
Highland |
B02R |
Wet season (January – May) ammonia as N |
2.9 |
KG/D |
70. |
Strait Creek |
Benthic Total Maximum Daily Load Development for Strait Creek and West Strait Creek |
Highland |
B02R |
Sediment |
0.08 |
T/D |
71. |
Accotink Creek, lower |
Bacteria TMDL for the Lower Accotink Creek Watershed |
Fairfax |
A15 |
E. coli |
1.76E+12 |
cfu/year |
72. |
Accotink Creek |
Fecal Coliform TMDL for Accotink Creek |
Fairfax, Fairfax City |
A15 |
Fecal coliform |
1.30E+14 |
cfu/year |
73. |
Beaver Creek |
Bacteria Total Maximum Daily Load Development for Beaver Creek |
Rockingham |
B18 |
E. coli |
1.22E+10 |
cfu/year |
74. |
Blacks Run |
Fecal Coliform TMDL for Blacks Run |
Harrisonburg |
B26 |
Fecal coliform |
5.52E+09 |
cfu/year |
75. |
North Fork Catoctin Creek |
Fecal Coliform TMDL Development for Catoctin Creek Impairments |
Loudoun |
A02 |
Fecal coliform |
0 |
cfu/year |
76. |
Lower South Fork Catoctin Creek |
Fecal Coliform TMDL Development for Catoctin Creek Impairments |
Loudoun |
A02 |
Fecal coliform |
1.60E+11 |
cfu/year |
77. |
Upper South Fork Catoctin Creek |
Fecal Coliform TMDL Development for Catoctin Creek Impairments |
Loudoun |
A02 |
Fecal coliform |
4.42E+11 |
cfu/year |
78. |
Catoctin Creek |
Fecal Coliform TMDL Development for Catoctin Creek Impairments |
Loudoun |
A02 |
Fecal coliform |
0 |
cfu/year |
79. |
Licking Run |
Bacteria TMDLs for Cedar Run and Licking Run |
Fauquier |
A17 |
E. coli |
2.61E+09 |
cfu/year |
80. |
Cedar Run |
Bacteria TMDLs for Cedar Run and Licking Run |
Prince William, Fauquier |
A17, A18 |
E. coli |
5.58E+11 |
cfu/year |
81. |
Christians Creek |
Fecal Coliform TMDL for Christians Creek |
Augusta |
B14 |
Fecal coliform |
1.18E+13 |
cfu/year |
82. |
Coan River (145G) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
83. |
Coan River, Headly Cove (145H) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
84. |
Coan River, Killneck Creek (145E) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
85. |
Coan River, Stevens Point (145F) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
86. |
Mill Creek and the Coan River (145I) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
87. |
The Glebe (145D) |
Coan River Watershed Total Maximum Daily Load Report for Six Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
Fecal coliform |
0 |
cfu/year |
88. |
Bridgeman Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
7.70E+08 |
MPN/day |
89. |
Cod Creek, east |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
9.06E+08 |
MPN/day |
90. |
Rogers Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
9.83E+08 |
MPN/day |
91. |
Cod Creek, west |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
1.53E+09 |
MPN/day |
92. |
Presley Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
3.63E+09 |
MPN/day |
93. |
Hack Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
3.00E+09 |
MPN/day |
94. |
Cubitt Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
4.25E+09 |
MPN/day |
95. |
Hull Creek |
Cod, Presley, Bridgeman, Hull, Rogers, Cubitt, and Hack Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Pollution |
Northumberland |
A34 |
Fecal coliform |
1.27E+10 |
MPN/day |
96. |
Cooks Creek |
Total Maximum Daily Load (TMDL) Development for Cooks Creek |
Rockingham, Harrisonburg |
B25, B26 |
Fecal coliform |
0 |
cfu/year |
97. |
Cub Run |
Bacteria Total Maximum Daily Load for Cub Run |
Rockingham |
B34 |
E. coli |
1.74E+10 |
cfu/year |
98. |
Difficult Run |
Bacteria TMDL for the Difficult Run Watershed |
Fairfax |
A11 |
E. coli |
9.86E+12 |
cfu/year |
99. |
Dry River |
Fecal Coliform TMDL for Dry River |
Rockingham |
B20, B21, B22 |
Fecal coliform |
0 |
cfu/year |
100. |
Four Mile Run |
Fecal Coliform TMDL (Total Maximum Daily Load) Development for Four Mile Run |
Arlington, Alexandria |
A12 |
Fecal coliform |
2.04E+13 |
cfu/year |
101. |
Jackson Creek |
Gardner, Jackson, and Bonum Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Contamination |
Westmoreland |
A33 |
Fecal coliform |
1.44E+09 |
MPN/day |
102. |
Gardner Creek |
Gardner, Jackson, and Bonum Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Contamination |
Westmoreland |
A33 |
Fecal coliform |
1.96E+09 |
MPN/day |
103. |
Bonum Creek |
Gardner, Jackson, and Bonum Creeks Total Maximum Daily Load (TMDL) Report for Shellfish Condemnation Areas Listed Due to Bacteria Contamination |
Westmoreland |
A33 |
Fecal coliform |
2.96E+09 |
MPN/day |
104. |
Little River |
Bacteria TMDLs for the Goose Creek Watershed |
Fauquier |
A08 |
Fecal coliform |
1.38E+10 |
cfu/year |
105. |
South Fork Sycolin Creek |
Bacteria TMDLs for the Goose Creek Watershed |
Loudoun |
A08 |
Fecal coliform |
1.41E+10 |
cfu/year |
106. |
Sycolin Creek |
Bacteria TMDLs for the Goose Creek Watershed |
Loudoun |
A08 |
Fecal coliform |
2.79E+10 |
cfu/year |
107. |
Cromwells Run |
Bacteria TMDLs for the Goose Creek Watershed |
Fauquier |
A05 |
Fecal coliform |
9.80E+10 |
cfu/year |
108. |
Beaverdam Creek |
Bacteria TMDLs for the Goose Creek Watershed |
Loudoun |
A07 |
Fecal coliform |
1.21E+12 |
cfu/year |
109. |
North Fork Goose Creek |
Bacteria TMDLs for the Goose Creek Watershed |
Loudoun |
A06 |
Fecal coliform |
3.11E+13 |
cfu/year |
110. |
Goose Creek and tributaries |
Bacteria TMDLs for the Goose Creek Watershed |
Loudoun, Fauquier |
A04, A05, A06, A07, A08 |
Fecal coliform |
3.88E+13 |
cfu/year |
111. |
Hawksbill Creek |
Total Maximum Daily Load Development for Hawksbill Creek |
Page |
B39 |
E. coli |
3.13E+12 |
cfu/year |
112. |
Hogue Creek |
Total Maximum Daily Load Development for Bacteria (E. coli) Impairment in Hogue Creek |
Frederick |
B06 |
E. coli |
6.58E+11 |
cfu/year |
113. |
Holmans Creek |
Fecal Coliform TMDL Development for Holmans Creek |
Shenandoah |
B45 |
Fecal coliform |
3.20E+10 |
cfu/year |
114. |
Holmes Run |
Bacteria TMDLs for the Hunting Creek, Cameron Run, and Holmes Run Watersheds |
Fairfax, Alexandria, Falls Church |
A13 |
E. coli |
8.38E+13 |
cfu/year |
115. |
Cameron Run |
Bacteria TMDLs for the Hunting Creek, Cameron Run, and Holmes Run Watersheds |
Fairfax, Alexandria, Falls Church |
A13 |
E. coli |
1.33E+14 |
cfu/year |
116. |
Hunting Creek |
Bacteria TMDLs for the Hunting Creek, Cameron Run, and Holmes Run Watersheds |
Fairfax, Alexandria, Falls Church |
A13 |
E. coli |
3.24E+14 |
cfu/year |
117. |
Limestone Branch |
Bacteria TMDL for Limestone Branch |
Loudoun |
A03 |
E. coli |
5.83E+11 |
cfu/year |
118. |
Linville Creek |
Total Maximum Daily Load Development for Linville Creek: Bacteria and General Standard (Benthic) Impairments |
Rockingham |
B46 |
E. coli |
1.10E+11 |
cfu/year |
119. |
Bridge Creek (10-9X) |
Little Wicomico River Watershed TMDL for Three Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
E. coli |
0 |
cfu/year |
120. |
Little Wicomico River (10-19) |
Little Wicomico River Watershed TMDL for Three Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
E. coli |
0 |
cfu/year |
121. |
Little Wicomico River (10-20) |
Little Wicomico River Watershed TMDL for Three Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
E. coli |
0 |
cfu/year |
122. |
Little Wicomico River, Cod Creek (10-13.5Z) |
Little Wicomico River Watershed TMDL for Three Shellfish Areas Listed Due to Bacteria Contamination |
Northumberland |
A34 |
E. coli |
0 |
cfu/year |
123. |
Branson Cove |
Lower Machodoc Creek Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination |
Westmoreland |
A32 |
Fecal coliform |
4.11E+08 |
MPN/day |
124. |
Cabin Point Creek |
Lower Machodoc Creek Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination |
Westmoreland |
A32 |
Fecal coliform |
1.93E+09 |
MPN/day |
125. |
Glebe and Ames Creeks |
Lower Machodoc Creek Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination |
Westmoreland |
A32 |
Fecal coliform |
2.13E+09 |
MPN/day |
126. |
Lower Machodoc Creek |
Lower Machodoc Creek Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination |
Westmoreland |
A32 |
Fecal coliform |
9.67E+09 |
MPN/day |
127. |
Weatherall Creek |
Lower Machodoc Creek Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination |
Westmoreland |
A32 |
Fecal coliform |
9.95E+08 |
MPN/day |
128. |
Mattox Creek |
Fecal Bacteria Total Maximum Daily Load Development for Mattox Creek |
Westmoreland, King George |
A31 |
E. coli |
2.20E+06 |
cfu/year |
129. |
Mattox Creek |
Fecal Bacteria Total Maximum Daily Load Development for Mattox Creek |
Westmoreland, King George |
A31 |
Enterococci |
1.26E+10 |
cfu/year |
130. |
Mattox Creek tidal (shellfish) |
Fecal Bacteria Total Maximum Daily Load Development for Mattox Creek |
Westmoreland, King George |
A31 |
Fecal coliform |
5.03E+09 |
cfu/year |
131. |
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 |
B13 |
E. coli |
0 |
cfu/year |
132. |
Polecat Draft |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds |
Augusta |
B15 |
E. coli |
0 |
cfu/year |
133. |
Lewis Creek |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds |
Staunton |
B12 |
E. coli |
3.48E+09 |
cfu/year |
134. |
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 |
B10, B11 |
E. coli |
8.53E+09 |
cfu/year |
135. |
Upper South River |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds |
Augusta |
B30 |
E. coli |
1.06E+11 |
cfu/year |
136. |
Lower Middle River watershed |
Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds |
Augusta, Staunton |
B10, B11, B12, B13, B14, B15 |
E. coli |
1.24E+13 |
cfu/year |
137. |
Mill Creek |
Total Maximum Daily Load Development Mill Creek Bacteria (E. coli) Impairment |
Page |
B38 |
E. coli |
0 |
cfu/year |
138. |
Mill Creek |
Total Maximum Daily Load (TMDL) Development for Mill Creek and Pleasant Run |
Rockingham |
B29 |
Total phosphorus |
116 |
lbs/year |
139. |
Mill Creek and tributaries |
Fecal coliform TMDL for Mill Creek Watershed |
Rockingham |
B29 |
Fecal coliform |
0 |
cfu/year |
140. |
Mill Creek including unnamed tributary to Kissinger Millpond and Kissinger Millpond |
Bacteria TMDL for (nontidal) Mill Creek including Un-named Tributary to Kissinger Millpond, and Kissinger Millpond |
Northumberland |
A33 |
E. coli |
5.91E+10 |
cfu/year |
141. |
Monroe Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Monroe Bay: Monroe Creek |
Westmoreland |
A31 |
Fecal coliform |
N/A2 |
MPN/day |
142. |
Mossy Creek |
Total Maximum Daily Load Development for Mossy Creek and Long Glade Run: Bacteria and General Standard (Benthic) Impairments |
Augusta |
B19 |
E. coli |
1.74E+09 |
cfu/year |
143. |
Long Glade Creek |
Total Maximum Daily Load Development for Mossy Creek and Long Glade Run: Bacteria and General Standard (Benthic) Impairments |
Augusta |
B24 |
E. coli |
5.23E+09 |
cfu/year |
144. |
Muddy Creek |
Fecal coliform TMDL for Muddy Creek |
Rockingham |
B22 |
Fecal coliform |
3.04E+11 |
cfu/year |
145. |
Naked Creek |
Fecal coliform TMDL for Naked Creek |
Augusta |
B28 |
Fecal coliform |
5.54E+09 |
cfu/year |
146. |
Neabsco Creek |
Bacteria TMDL for Neabsco Creek |
Prince William |
A25 |
E. coli |
1.27E+12 |
cfu/day |
147. |
Barnes Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
148. |
Buckner Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
149. |
Cold Harbor Bay |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
150. |
Currioman Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
151. |
Nomini Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
152. |
North Prong Buckner Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
153. |
Pierce Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Nomini Creek |
Westmoreland |
A32 |
Fecal coliform |
N/A2 |
MPN/day |
154. |
Mill Creek |
Bacteria Total Maximum Daily Load Development for Mill Creek, Stony Creek, and the North Fork of the Shenandoah River |
Shenandoah |
B48 |
E. coli |
8.80E+09 |
cfu/year |
155. |
Stony Creek |
Bacteria Total Maximum Daily Load Development for Mill Creek, Stony Creek, and the North Fork of the Shenandoah River |
Shenandoah |
B49 |
E. coli |
4.42E+12 |
cfu/year |
156. |
North Fork Shenandoah River |
Bacteria Total Maximum Daily Load Development for Mill Creek, Stony Creek, and the North Fork of the Shenandoah River |
Frederick, Rockingham, Shenandoah |
B42, B43, B44, B45, B46, B47, B48, B49, B50, B51, B52, B53, B54 |
E. coli |
1.02E+13 |
cfu/year |
157. |
North River |
Bacteria Total Maximum Daily Load Development for North River |
Augusta, Staunton, Rockingham, Harrisonburg |
B10, B11, B12, B13, B14, B15, B16, B17, B18, B19, B20, B21, B22, B23, B24, B25, B26, B27, B28, B29 |
E. coli |
5.32E+13 |
cfu/year |
158. |
Broad Run (3) (VAN-A19R-05) |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Prince William, Fauquier |
A19 |
E. coli |
2.35E+10 |
cfu/year |
159. |
Little Bull Run |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Prince William |
A21 |
E. coli |
3.29E+10 |
cfu/year |
160. |
Broad Run (2) (VAN-A19R-02) |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Fauquier |
A19 |
E. coli |
1.36E+11 |
cfu/year |
161. |
Occoquan River |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Manassas, Fauquier, Prince William |
A17, A18, A19, A20 |
E. coli |
2.29E+11 |
cfu/year |
162. |
South Run |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Fauquier |
A19 |
E. coli |
4.32E+11 |
cfu/year |
163. |
Broad Run (1) (VAN-A19R-01) |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Fauquier |
A19 |
E. coli |
5.84E+11 |
cfu/year |
164. |
Popes Head Creek |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Fairfax |
A23 |
E. coli |
7.12E+11 |
cfu/year |
165. |
Kettle Run |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Prince William |
A19 |
E. coli |
8.30E+12 |
cfu/year |
166. |
Bull Run |
Bacteria TMDLs for Popes Head Creek, Broad Run, Kettle Run, South Run, Little Bull Run, Bull Run and Occoquan River |
Manassas Park, Prince William, Fairfax, Loudoun |
A21, A22, A23 |
E. coli |
1.11E+14 |
cfu/year |
167. |
Abrams Creek |
Bacteria TMDLs for Abrams Creek and Upper and Lower Opequon Creek |
Frederick, Winchester |
B09 |
E. coli |
3.10E+12 |
cfu/year |
168. |
Upper Opequon Creek watershed |
Bacteria TMDLs for Abrams Creek and Upper and Lower Opequon Creek |
Frederick |
B08 |
E. coli |
1.13E+13 |
cfu/year |
169. |
Lower Opequon Creek watershed and tributaries |
Bacteria TMDLs for Abrams Creek and Upper and Lower Opequon Creek |
Frederick, Clarke, Winchester |
B08, B09 |
E. coli |
2.13E+13 |
cfu/year |
170. |
Piney Run |
Bacteria TMDL for Piney Run |
Loudoun |
A01 |
E. coli |
3.48E+09 |
cfu/year |
171. |
Pleasant Run |
Fecal coliform TMDL for Pleasant Run |
Rockingham |
B27 |
Fecal coliform |
0 |
cfu/year |
172. |
Popes Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Potomac River: Mattox Creek to Currioman Bay |
Westmoreland |
A31 |
Fecal coliform |
N/A2 |
MPN/day |
173. |
Potomac Run |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Stafford |
A29 |
E. coli |
1.77E+11 |
cfu/year |
174. |
Potomac River, unnamed tributary |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Stafford |
A26 |
E. coli |
3.92E+11 |
cfu/year |
175. |
Chopawamsic Creek, North Branch |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Prince William |
A26 |
E. coli |
4.01E+11 |
cfu/year |
176. |
Potomac Creek |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Stafford |
A29 |
E. coli |
7.35E+11 |
cfu/year |
177. |
Quantico Creek, South Fork |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Prince William |
A26 |
E. coli |
1.09E+12 |
cfu/year |
178. |
Accokeek Creek |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Stafford |
A29 |
E. coli |
3.18E+12 |
cfu/year |
179. |
Powells Creek |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Prince William |
A26 |
E. coli |
3.18E+12 |
cfu/year |
180. |
Quantico Creek |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Prince William |
A26 |
E. coli |
3.75E+12 |
cfu/year |
181. |
Austin Run |
Bacteria Total Maximum Daily Load Development for Tributaries to the Potomac River: Prince William and Stafford Counties |
Stafford |
A28 |
E. coli |
3.14E+13 |
cfu/year |
182. |
Rosier Creek |
Bacteria TMDL for Rosier Creek Watershed |
King George |
A31 |
Fecal coliform |
N/A2 |
MPN/day |
183. |
Smith Creek |
Total Maximum Daily Load Development for Smith Creek |
Shenandoah, Rockingham |
B47 |
E. coli |
8.53E+11 |
cfu/year |
184. |
South Fork Shenandoah River |
Bacteria TMDL Development and Benthic Stressor Analysis for South Fork Shenandoah River |
Augusta, Staunton, Rockingham, Harrisonburg, Page, Warren, Waynesboro |
B10, B11, B12, B13, B14, B15, B16, B17, B18, B19, B20, B21, B22, B23, B24, B25, B26, B27, B28, B29, B30, B31, B32, B33, B34, B35, B36, B37, B38, B39, B40, B41 |
E. coli |
1.43E+14 |
cfu/year |
185. |
South River |
Bacteria and Benthic Total Maximum Daily Load Development for South River |
Augusta, Waynesboro |
B30, B31, B32 |
E. coli |
1.13E+14 |
cfu/year |
186. |
Page Brook |
Total Maximum Daily Load Developments to Address Bacteria and Benthic Impairments in the Spout Run Watershed |
Clarke |
B57 |
E. coli |
2.18E+11 |
cfu/year |
187. |
Roseville Run |
Total Maximum Daily Load Developments to Address Bacteria and Benthic Impairments in the Spout Run Watershed |
Clarke |
B57 |
E. coli |
3.05E+11 |
cfu/year |
188. |
Spout Run |
Total Maximum Daily Load Developments to Address Bacteria and Benthic Impairments in the Spout Run Watershed |
Clarke |
B57 |
E. coli |
5.22E+11 |
cfu/year |
189. |
Mine Run |
Bacteria TMDL Development for Tributaries to the Potomac River: Sugarland Run, Mine Run, and Pimmit Run |
Fairfax |
A11 |
E. coli |
1.22E+11 |
cfu/year |
190. |
Pimmit Run |
Bacteria TMDL Development for Tributaries to the Potomac River: Sugarland Run, Mine Run, and Pimmit Run |
Arlington, Fairfax |
A12 |
E. coli |
1.17E+12 |
cfu/year |
191. |
Sugarland Run |
Bacteria TMDL Development for Tributaries to the Potomac River: Sugarland Run, Mine Run, and Pimmit Run |
Fairfax |
A10 |
E. coli |
4.78E+12 |
cfu/year |
192. |
Tidal Four Mile Run |
Bacteria TMDL for the Tidal Four Mile Run |
Arlington, Alexandria |
A12 |
E. coli |
1.42E+14 |
cfu/year |
193. |
Deep Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Upper Machodoc Creek |
King George |
A30 |
Fecal coliform |
N/A2 |
MPN/day |
194. |
Upper Machodoc Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Upper Machodoc Creek |
King George |
A30 |
Fecal coliform |
N/A2 |
MPN/day |
195. |
Williams Creek, Upper Machodoc Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Upper Machodoc Creek |
King George |
A30 |
Fecal coliform |
N/A2 |
MPN/day |
196. |
Dungan Cove |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Yeocomico River |
Northumberland |
A33 |
Fecal coliform |
N/A2 |
MPN/day |
197. |
Hampton Hall Branch |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Yeocomico River |
Westmoreland |
A33 |
Fecal coliform |
N/A2 |
MPN/day |
198. |
Lodge Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Yeocomico River |
Northumberland |
A33 |
Fecal coliform |
N/A2 |
MPN/day |
199. |
Mill Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Yeocomico River |
Northumberland |
A33 |
Fecal coliform |
N/A2 |
MPN/day |
200. |
White Point Creek |
Total Maximum Daily Load (TMDL) Report for Shellfish Areas Listed Due to Bacterial Contamination - Yeocomico River |
Westmoreland |
A33 |
Fecal coliform |
N/A2 |
MPN/day |
201. |
Crooked Run |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Frederick, Warren |
B56R |
E. coli |
2.22E+12 |
cfu/year |
202. |
Borden Marsh Run |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Clarke, Warren |
B55R |
E.coli |
2.81E+11 |
cfu/year |
203. |
Willow Brook |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Warren |
B55R |
E. coli |
2.33E+11 |
cfu/year |
204. |
West Run |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Frederick, Warren |
B56R |
E. coli |
5.80E+11 |
cfu/year |
205. |
Long Branch |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Clarke |
B57R |
E. coli |
1.73E+11 |
cfu/year |
206. |
Stephens Run |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Frederick |
B56R |
E. coli |
3.07E+11 |
cfu/year |
207. |
Manassas Run |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Warren |
B55R |
E. coli |
3.24E+11 |
cfu/year |
208. |
Happy Creek |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Warren |
B41R |
E. coli |
4.27E+11 |
cfu/year |
209. |
Happy Creek |
Bacteria TMDL Development for Crooked Run, Borden Marsh Run, Willow Brook, West Run, Long Branch, Stephens Run, Manassas Run, and Happy Creek Watersheds, and Sediment TMDL Development for Happy Creek Watershed |
Warren |
B41R |
Sediment |
29.05 |
tons/year |
Notes: 2There were no point source dischargers in the modeled TMDL area. |
B. Non-TMDL wasteload 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 AKA Harrisonburg - Rockingham Reg. Sewer Auth. |
001 |
North River |
15.01 |
CBOD5, JAN-MAY |
700 |
KG/D |
CBOD5, JUN-DEC |
800 |
|||||||
TKN, JUN-DEC |
420 |
|||||||
TKN, JAN-MAY |
850 |
|||||||
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-B32R |
VA0028037 |
Skyline Swannanoa STP |
001 |
South River UT |
2.96 |
BOD5 |
8.5 |
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 |
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 |
24.0 |
KG/D |
VAV-B58R |
VA0020532 |
Berryville STP |
001 |
Shenandoah River |
24.23 |
CBOD5 |
42.6 |
KG/D |
C. Nitrogen and phosphorus wasteload allocations to restore the Chesapeake Bay and its tidal rivers. The following table presents nitrogen and phosphorus wasteload allocations for the identified significant dischargers and the total nitrogen and total phosphorus wasteload allocations for the listed facilities.
Virginia Waterbody ID |
Discharger Name |
VPDES Permit No. |
Total Nitrogen (TN) Wasteload Allocation (lbs/yr) |
Total Phosphorus (TP) Wasteload 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)1 |
VA0002178 |
43,835 |
4,384 |
B12R |
Middle River Regional STP |
VA0064793 |
82,839 |
6,213 |
B23R |
North River WWTF |
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 |
VA0026441 |
8,528 |
640 |
B45R |
Broadway Regional WWTF |
VA0090263 |
29,481 |
2,211 |
B49R |
Stoney Creek SD STP |
VA0028380 |
7,309 |
548 |
B51R |
Strasburg STP |
VA0020311 |
11,939 |
895 |
B50R |
Woodstock STP |
VA0026468 |
24,364 |
1,827 |
A06R |
Basham Simms WWTF |
VA0022802 |
18,273 |
1,371 |
A09R |
Broad Run WRF |
VA0091383 |
134,005 |
3,350 |
A08R |
Leesburg WPCF |
VA0092282 |
121,822 |
9,137 |
A06R |
Round Hill Town WWTF |
VA0026212 |
9,137 |
685 |
A25R |
DSC - Section 1 WWTF |
VA0024724 |
42,029 |
2,522 |
A25R |
DSC - Section 8 WWTF |
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 |
VA0020460 |
11,573 |
868 |
B08R |
Opequon WRF2 |
VA0065552 |
121,851 |
11,512 |
B08R |
Parkins Mills STP |
VA0075191 |
60,911 |
4,568 |
A13E |
Alexandria Renew Enterprises3 |
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 |
King George County Service Authority - Fairview Beach |
VA0092134 |
1,827 |
183 |
A30E |
US NSWC-Dahlgren WWTF |
VA0021067 |
6,578 |
658 |
A31R |
Purkins Corner STP |
VA0070106 |
1,096 |
110 |
|
Unallocated Reserve WLA |
|
9,137 |
685 |
|
TOTALS: |
|
5,156,169 |
246,635 |
Notes: 1Merck-Stonewall – (a) these wasteload allocations will be subject to further consideration, consistent with the Chesapeake Bay TMDL, as it may be amended, and possible reduction upon "full-scale" results showing the optimal treatment capability of the 4-stage Bardenpho technology at this facility consistent with the level of effort by other dischargers in the region. The "full scale" evaluation will be completed by December 31, 2011, and the results submitted to DEQ for review and subsequent board action; (b) in any year when credits are available after all other exchanges within the Shenandoah-Potomac River Basin are completed in accordance with § 62.1-44.19:18 of the Code of Virginia, Merck shall acquire credits for total nitrogen discharged in excess of 14,619 lbs/yr and total phosphorus discharged in excess of 1,096 lbs/yr; and (c) the allocations are not transferable and compliance credits are only generated if discharged loads are less than the loads identified in clause (b). 2Opequon WRF: (a) the TN WLA is derived based on 3 mg/l of TN and 12.6 MGD; (b) the TN WLA includes an additional allocation for TN in the amount of 6,729 lbs/yr by means of a landfill leachate consolidation and treatment project; and (c) the TP WLA is derived based on 0.3 mg/l of TP and 12.6 MGD. 3Wasteload 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 4.0 mg/l and TP concentration of 0.18 mg/l. |
9VAC25-720-60. James River Basin.
A. Total maximum daily loads (TMDLs).
TMDL # |
Stream Name |
TMDL Title |
City/County |
WBID |
Pollutant |
WLA1 |
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, Orange |
H27R, |
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/GS2 |
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 |
15. |
Angola Creek (1) - VAC-J06R_ANG01A00 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Cumberland |
J06 |
E. coli |
0 |
cfu/year |
16. |
Angola Creek (2) - VAC-J06R_ANG02A00 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Cumberland |
J06 |
E. coli |
0 |
cfu/year |
17. |
Horsepen Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Cumberland |
J06 |
E. coli |
0 |
cfu/year |
18. |
Little Sandy Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J03 |
E. coli |
0 |
cfu/year |
19. |
Saylers Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J06 |
E. coli |
0 |
cfu/year |
20. |
Spring Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J02 |
E. coli |
0 |
cfu/year |
21. |
West Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Amelia |
J11 |
E. coli |
0 |
cfu/year |
22. |
Briery Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J05 |
E. coli |
3.50E+09 |
cfu/year |
23. |
Bush River (1) - VAC-J04R_BSR02A02 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J04, J05 |
E. coli |
3.50E+09 |
cfu/year |
24. |
Bush River (2) - VAC-J03R_BSR03A02 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Prince Edward |
J03, J04, J05 |
E. coli |
3.50E+09 |
cfu/year |
25. |
Swift Creek (1) - VAP-J16R_SFT01A00 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Chesterfield |
J16 |
E. coli |
8.37E+09 |
cfu/year |
26. |
Swift Creek (2) - VAP-J17R_SFT01B98 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Chesterfield |
J16, J17 |
E. coli |
3.24E+11 |
cfu/year |
27. |
Swift Creek (3) - VAP-J17R_SFT01C98 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Chesterfield |
J16, J17 |
E. coli |
4.76E+11 |
cfu/year |
28. |
Flat Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Nottoway, Amelia |
J08, J09 |
E. coli |
5.24E+11 |
cfu/year |
29. |
Nibbs Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Amelia |
J09 |
E. coli |
5.24E+11 |
cfu/year |
30. |
Deep Creek |
Total Maximum Daily Load Development for the Appomattox River Basin |
Nottoway |
J11 |
E. coli |
8.71E+11 |
cfu/year |
31. |
Appomattox River (1) - VAC-J01R_APP03A02, VAC-J01R_APP04A02, VAC-J01R_APP05A04, VAC-J06R_APP05A02, VAP-J07R_APP01A98, VAP-J10R_APP01A98 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Cumberland, Powhatan, Amelia, Prince Edward, Appomattox |
J01, J02, J03, J04, J05, J06, J07 |
E. coli |
1.07E+13 |
cfu/year |
32. |
Appomattox River (2), lower - VAP-J15R_APP01A98 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Chesterfield, Cumberland, Powhatan, Nottoway, Amelia, Dinwiddie, Prince Edward, Appomattox |
J01, J02, J03, J04, J05, J06, J07, J08, J09, J10, J11, J12, J13, J14, J15 |
E. coli |
1.66E+13 |
cfu/year |
33. |
Appomattox River and tributaries, lower tidal (3) - VAP-J15E_APP01A98, VAP-J15E_APP02A98, VAP-J15E_APP02B12 |
Total Maximum Daily Load Development for the Appomattox River Basin |
Chesterfield, Cumberland, Nottoway, Petersburg, Amelia, Colonial Heights, Prince Edward, Appomattox |
J01, J02, J03, J04, J05, J06, J07, J08, J09, J10, J11, J12, J13, J14, J15, J16, J17 |
E. coli |
7.47E+13 |
cfu/year |
34. |
Bear Garden Creek |
Bacteria Total Maximum Daily Load (TMDL) Development for the Bear Garden Creek Watershed |
Buckingham |
H20 |
E. coli |
3.15E+08 |
cfu/day |
35. |
Stonewall Creek |
Bacteria Total Maximum Daily Load Development for Bent Creek, North Creek, Stonewall Creek, Walkers Ford Creek, and Wreck Island Creek |
Appomattox |
H05 |
E. coli |
9.28E+10 |
cfu/year |
36. |
Bent Creek |
Bacteria Total Maximum Daily Load Development for Bent Creek, North Creek, Stonewall Creek, Walkers Ford Creek, and Wreck Island Creek |
Appomattox |
H07 |
E. coli |
2.26E+11 |
cfu/year |
37. |
North Creek |
Bacteria Total Maximum Daily Load Development for Bent Creek, North Creek, Stonewall Creek, Walkers Ford Creek, and Wreck Island Creek |
Appomattox |
H06 |
E. coli |
2.96E+11 |
cfu/year |
38. |
Wreck Island Creek |
Bacteria Total Maximum Daily Load Development for Bent Creek, North Creek, Stonewall Creek, Walkers Ford Creek, and Wreck Island Creek |
Appomattox |
H06 |
E. coli |
8.76E+11 |
cfu/year |
39. |
Walkers Ford Creek |
Bacteria Total Maximum Daily Load Development for Bent Creek, North Creek, Stonewall Creek, Walkers Ford Creek, and Wreck Island Creek |
Amherst |
H05 |
E. coli |
8.90E+11 |
cfu/year |
40. |
Bleakhorn Creek |
TMDL Report for Chesapeake Bay Shellfish Waters: Bleakhorn Creek, Bennett Creek, and Knotts Creek Bacterial Impairments |
Suffolk |
G13 |
Fecal coliform |
2.66E+09 |
MPN/day |
41. |
Knotts Creek |
TMDL Report for Chesapeake Bay Shellfish Waters: Bleakhorn Creek, Bennett Creek, and Knotts Creek Bacterial Impairments |
Suffolk |
G13 |
Fecal coliform |
1.07E+10 |
MPN/day |
42. |
Bennett Creek |
TMDL Report for Chesapeake Bay Shellfish Waters: Bleakhorn Creek, Bennett Creek, and Knotts Creek Bacterial Impairments |
Suffolk |
G13 |
Fecal coliform |
6.37E+10 |
MPN/day |
43. |
Chickahominy River and tributaries |
E. coli TMDL Development for Chickahominy River and Tributaries |
New Kent, Henrico, Charles City, Hanover |
G05, G06, G07 |
E. coli |
2.41E+12 |
cfu/year |
44. |
Chuckatuck Creek and Brewers Creek |
Shellfish Bacteria Total Maximum Daily Load (TMDL) Development Chuckatuck Creek and Brewers Creek Watershed |
Isle of Wight |
G11 |
Fecal coliform |
4.79E+11 |
MPN/day |
45. |
Paradise Creek |
Bacteria Total Maximum Daily Load (TMDL) Development for the Elizabeth River Watershed |
Portsmouth |
G15 |
Enterococci |
5.04E+11 |
cfu/day |
46. |
Lafayette River, upper |
Bacteria Total Maximum Daily Load (TMDL) Development for the Elizabeth River Watershed |
Norfolk |
G15 |
Enterococci |
1.05E+13 |
cfu/day |
47. |
Lower and Upper Western Branch, Elizabeth River |
Bacteria Total Maximum Daily Load (TMDL) Development for the Elizabeth River Watershed |
Chesapeake, Portsmouth |
G15 |
Enterococci |
2.00E+13 |
cfu/day |
48. |
Upper Mainstem, Lower Southern Branch, Lower Eastern Branch Elizabeth River, Broad Creek, Indian River |
Bacteria Total Maximum Daily Load (TMDL) Development for the Elizabeth River Watershed |
Chesapeake, Portsmouth, Norfolk |
G15, K39 |
Enterococci |
5.78E+13 |
cfu/day |
49. |
Fourmile Creek |
Bacteria TMDL for Fourmile Creek |
Henrico |
G02 |
E. coli |
3.99E+10 |
cfu/year |
50. |
Hardware River, North Fork |
Bacteria Total Maximum Daily Load Development for North Fork Hardware River and Hardware River |
Albemarle |
H18 |
E. coli |
3.50E+12 |
cfu/year |
51. |
Hardware River |
Bacteria Total Maximum Daily Load Development for North Fork Hardware River and Hardware River |
Fluvanna, Albemarle |
H18, H19 |
E. coli |
4.00E+12 |
cfu/year |
52. |
Walker Creek |
Bacteria Total Maximum Daily Load Development for Hays Creek, Moffatts Creek, Walker Creek, and Otts Creek |
Rockbridge |
I34 |
E. coli |
6.00E+10 |
cfu/year |
53. |
Otts Creek |
Bacteria Total Maximum Daily Load Development for Hays Creek, Moffatts Creek, Walker Creek, and Otts Creek |
Augusta |
I34 |
E. coli |
9.00E+10 |
cfu/year |
54. |
Hays Creek |
Bacteria Total Maximum Daily Load Development for Hays Creek, Moffatts Creek, Walker Creek, and Otts Creek |
Rockbridge |
I34 |
E. coli |
2.00E+11 |
cfu/year |
55. |
Hoffler Creek |
Bacteria Total Maximum Daily Load (TMDL) Development for the Hoffler Creek Watershed |
Portsmouth |
G15 |
Enterococci |
5.39E+11 |
cfu/day |
56. |
Powell Creek |
Bacteria Total Maximum Daily Load Development for the James River - Hopewell to Westover |
Prince George |
G03 |
E. coli |
6.12E+10 |
cfu/year |
57. |
Bailey Creek |
Bacteria Total Maximum Daily Load Development for the James River - Hopewell to Westover |
Prince George |
G03 |
E. coli |
1.62E+11 |
cfu/year |
58. |
Bailey Bay, Bailey Creek, Cattail Creek |
Bacteria Total Maximum Daily Load Development for the James River - Hopewell to Westover |
Prince George, Hopewell |
G03 |
E. coli |
8.47E+12 |
cfu/year |
59. |
James River |
Bacteria Total Maximum Daily Load Development for the James River - Hopewell to Westover |
Prince George, Charles City, Hopewell |
G03 |
E. coli |
8.67E+14 |
cfu/year |
60. |
Austin Creek |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21 |
E. coli |
1.62E+10 |
cfu/year |
61. |
Fisby Branch |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21 |
E. coli |
2.15E+10 |
cfu/year |
62. |
Rock Island Creek |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H17 |
E. coli |
3.38E+10 |
cfu/year |
63. |
Slate River, upper |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21 |
E. coli |
4.22E+10 |
cfu/year |
64. |
Troublesome Creek |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21 |
E. coli |
5.23E+10 |
cfu/year |
65. |
North River |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21 |
E. coli |
5.52E+10 |
cfu/year |
66. |
Ballinger Creek |
Total Maximum Daily Load Development for the James River Basin |
Albemarle |
H17 |
E. coli |
5.75E+10 |
cfu/year |
67. |
Totier Creek |
Total Maximum Daily Load Development for the James River Basin |
Albemarle |
H17 |
E. coli |
1.62E+11 |
cfu/year |
68. |
Slate River, lower |
Total Maximum Daily Load Development for the James River Basin |
Buckingham |
H21, H22 |
E. coli |
3.19E+12 |
cfu/year |
69. |
Fine Creek |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Powhatan |
H38 |
E. coli |
3.66E+10 |
cfu/year |
70. |
Big Lickinghole Creek, Little Lickinghole Creek |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Goochland |
H37 |
E. coli |
7.94E+10 |
cfu/year |
71. |
Byrd Creek |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Goochland, Fluvanna |
H34 |
E. coli |
1.08E+11 |
cfu/year |
72. |
Upper James River |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Cumberland, Fluvanna, Powhatan, Goochland |
H33, H34, H37 |
E. coli |
3.50E+11 |
cfu/year |
73. |
Beaverdam Creek |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Goochland |
H38 |
E. coli |
1.60E+12 |
cfu/year |
74. |
Lower James River |
Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region |
Cumberland, Fluvanna, Powhatan, Goochland |
H33, H34, H37, H38 |
E. coli |
8.20E+12 |
cfu/year |
75. |
No Name Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Chesterfield |
G01 |
E. coli |
4.66E+11 |
cfu/year |
76. |
Bernards Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Powhatan |
H39 |
E. coli |
1.67E+12 |
cfu/year |
77. |
Goode Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Richmond City |
G01 |
E. coli |
2.52E+12 |
cfu/year |
78. |
Gillies Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Henrico, Richmond City |
G01 |
E. coli |
2.93E+12 |
cfu/year |
79. |
Powhite Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Chesterfield |
H39 |
E. coli |
3.34E+12 |
cfu/year |
80. |
Almond Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Henrico |
G01 |
E. coli |
4.39E+12 |
cfu/year |
81. |
Falling Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Chesterfield, Richmond City |
G01 |
E. coli |
1.64E+13 |
cfu/year |
82. |
Reedy Creek |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Richmond City |
H39 |
E. coli |
8.23E+13 |
cfu/year |
83. |
Tidal James River |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Henrico, Richmond City, Goochland, Powhatan, Chesterfield |
G01, G02, H39 |
E. coli |
3.76E+14 |
cfu/year |
84. |
Lower James River |
Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond |
Henrico, Richmond City, Goochland, Powhatan, Chesterfield |
H39 |
E. coli |
3.06E+15 |
cfu/year |
85. |
Ivy Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg, Bedford |
H03 |
E. coli |
6.25E+11 |
cfu/year |
86. |
Burton Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg |
H03 |
E. coli |
7.37E+11 |
cfu/year |
87. |
Judith Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg, Bedford |
H03 |
E. coli |
8.31E+11 |
cfu/year |
88. |
Tomahawk Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg |
H03 |
E. coli |
8.34E+11 |
cfu/year |
89. |
Fishing Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg |
H03 |
E. coli |
1.03E+12 |
cfu/year |
90. |
Blackwater Creek |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Lynchburg |
H03 |
E. coli |
3.06E+12 |
cfu/year |
91. |
James River |
Bacteria Total Maximum Daily Load Development for the James River Basin |
Amherst, Bedford, Lynchburg |
H01, H02, H03, H04, H05 |
E. coli |
2.75E+14 |
cfu/year |
92. |
Baptist Run |
Fecal Bacteria Total Maximum Daily Load Development for Warwick River |
York |
G11 |
E. coli |
3.89E+09 |
cfu/year |
93. |
Deep Creek |
Fecal Bacteria Total Maximum Daily Load Development for Warwick River |
Newport News |
G11, C07 |
Enterococci |
5.59E+12 |
cfu/year |
94. |
Skiffes Creek |
Fecal Bacteria Total Maximum Daily Load Development for Warwick River |
James City |
G11 |
Fecal coliform |
2.46E+12 |
cfu/year |
95. |
James River, Warwick River |
Fecal Bacteria Total Maximum Daily Load Development for Warwick River |
Newport News, York |
G11 |
Fecal coliform |
3.04E+12 |
cfu/year |
96. |
Kings Creek and Bay |
Shellfish Bacteria Total Maximum Daily Load (TMDL) Development Kings Creek and Bay and Ballard Creek and Bay Watersheds |
Isle of Wight |
G11 |
Fecal coliform |
1.23E+09 |
counts/day |
97. |
Ballard Creek and Bay |
Shellfish Bacteria Total Maximum Daily Load (TMDL) Development Kings Creek and Bay and Ballard Creek and Bay Watersheds |
Isle of Wight |
G11 |
Fecal coliform |
1.64E+09 |
counts/day |
98. |
Lawnes Creek |
TMDL Report for Chesapeake Bay Shellfish Waters: Lawnes Creek Bacterial Impairment |
Surry |
G11 |
Fecal coliform |
5.94E+08 |
MPN/day |
99. |
Looney Creek |
Bacteria TMDL for Looney Creek |
Botetourt |
I26 |
E. coli |
1.84E+10 |
cfu/year |
100. |
Buffalo Creek, South Fork |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Botetourt, Rockbridge |
I38 |
E. coli |
2.01E+11 |
cfu/year |
101. |
Colliers Creek |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Rockbridge |
I38 |
E. coli |
4.75E+11 |
cfu/year |
102. |
Cedar Creek |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Rockbridge |
I28 |
E. coli |
5.01E+11 |
cfu/year |
103. |
Buffalo Creek, North Fork |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Rockbridge |
I38 |
E. coli |
6.52E+11 |
cfu/year |
104. |
Buffalo Creek |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Rockbridge |
I38 |
E. coli |
1.91E+12 |
cfu/year |
105. |
Maury River |
Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek |
Buena Vista, Rockbridge |
I37, I38 |
E. coli |
2.98E+13 |
cfu/year |
106. |
Powhatan Creek |
Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek |
James City |
G10 |
E. coli |
1.78E+13 |
cfu/year |
107. |
Mill Creek |
Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek |
James City |
G10 |
Enterococci |
3.63E+12 |
cfu/year |
108. |
Powhatan Creek |
Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek |
James City |
G10 |
Enterococci |
7.24E+12 |
cfu/year |
109. |
Moores Creek |
Development of the Total Maximum Daily Load (TMDL) for Fecal Coliform Bacteria in Moore's Creek, Albemarle County, Virginia |
Charlottesville, Albemarle |
H28 |
Fecal coliform |
3.30E+13 |
cfu/year |
110. |
Morris Creek |
Morris Creek (tidal), Charles City County Total Maximum Daily Load for Bacteria Contamination Impaired for Recreational Use |
Charles City |
G08 |
Enterococci |
2.92E+10 |
cfu/day |
111. |
Shingle Creek |
Fecal Bacteria Total Maximum Daily Load for the Nansemond River |
Suffolk |
G13, K39 |
Fecal coliform |
2.78E+09 |
cfu/year |
112. |
Nansemond River, upper and middle |
Fecal Bacteria Total Maximum Daily Load for the Nansemond River |
Isle of Wight, Suffolk |
G12, G13, G14 |
Fecal coliform |
3.89E+10 |
cfu/year |
113. |
Shingle Creek |
Fecal Bacteria Total Maximum Daily Load for the Nansemond River |
Suffolk |
G13, K39 |
Enterococci |
2.19E+10 |
cfu/year |
114. |
Nansemond River, upper |
Fecal Bacteria Total Maximum Daily Load for the Nansemond River |
Isle of Wight, Suffolk |
G12, G13, G14 |
Enterococci |
9.99E+10 |
cfu/year |
115. |
Nansemond River (Lake Meade) |
Fecal Bacteria Total Maximum Daily Load for the Nansemond River |
Suffolk |
G12, G13 |
Enterococci |
9.99E+10 |
cfu/year |
116. |
Pagan River, middle and upper |
Fecal Bacteria Total Maximum Daily Load Development for Pagan River |
Isle of Wight |
G11 |
Enterococci |
3.01E+12 |
cfu/year |
117. |
Pagan River and Jones Creek |
Fecal Bacteria Total Maximum Daily Load Development for Pagan River |
Isle of Wight |
G11 |
Fecal coliform |
2.15E+12 |
cfu/year |
118. |
Lower Reed Creek |
Bacteria TMDL for Reed Creek |
Bedford |
H01 |
E. coli |
0 |
cfu/year |
119. |
Beaver Creek |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Albemarle |
H23 |
E. coli |
3.29E+10 |
cfu/year |
120. |
Mechums River |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Albemarle |
H23 |
E. coli |
3.31E+10 |
cfu/year |
121. |
Preddy Creek |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Greene, Albemarle |
H27 |
E. coli |
2.43E+11 |
cfu/year |
122. |
Rivanna River, North Fork |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Greene, Albemarle |
H27 |
E. coli |
2.15E+12 |
cfu/year |
123. |
Meadow Creek |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Charlottesville |
H28 |
E. coli |
3.89E+12 |
cfu/year |
124. |
Rivanna River |
Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds |
Charlottesville, Albemarle, Greene |
H23, H24, H25, H26, H27, H28 |
E. coli |
4.93E+12 |
cfu/year |
125. |
Rockfish River, North Fork |
Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River |
Nelson |
H15 |
E. coli |
8.44E+11 |
cfu/year |
126. |
Rockfish River, South Fork |
Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River |
Nelson |
H15 |
E. coli |
4.40E+12 |
cfu/year |
127. |
Rockfish River |
Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River |
Nelson |
H15, H16 |
E. coli |
5.76E+12 |
cfu/year |
128. |
Tuckahoe Creek and tributaries |
Bacteria TMDL for Tuckahoe Creek, Little Tuckahoe Creek, Anderson, Broad, Georges and Readers Branches, and Deep Run |
Henrico, Goochland |
H39 |
E. coli |
1.05E+13 |
cfu/year |
129. |
Turner Creek |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst |
H12 |
E. coli |
1.57E+11 |
cfu/year |
130. |
Mill Creek |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst |
H11 |
E. coli |
2.08E+11 |
cfu/year |
131. |
Hat Creek |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Nelson |
H09 |
E. coli |
6.02E+11 |
cfu/year |
132. |
Rutledge Creek |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst |
H12 |
E. coli |
1.15E+12 |
cfu/year |
133. |
Rucker Run |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Nelson |
H13 |
E. coli |
1.32E+12 |
cfu/year |
134. |
Piney River |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst, Nelson |
H10 |
E. coli |
2.44E+12 |
cfu/year |
135. |
Buffalo River |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst |
H11, H12 |
E. coli |
2.54E+12 |
cfu/year |
136. |
Tye River |
Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River |
Amherst, Nelson |
H09, H10, H11, H12, H13 |
E. coli |
1.33E+13 |
cfu/year |
137. |
Upham Brook and tributaries |
Total Maximum Daily Load Development for the Upham Brook Watershed |
Henrico, Richmond City |
G05 |
E. coli |
8.04E+10 |
cfu/year |
138. |
White Oak Swamp |
Bacteria TMDL for White Oak Swamp |
Henrico |
G06 |
E. coli |
1.58E+12 |
cfu/year |
139. |
Willis River and tributaries |
Fecal coliform TMDL Development for Willis River |
Cumberland, Buckingham |
H35, H36 |
Fecal coliform |
3.15E+11 |
cfu/year |
140. |
North Creek |
Benthic Total Maximum Daily Load (TMDL) Development for the North Creek Watershed |
Fluvanna |
H20R |
Sediment |
7.29 |
tons/yr |
141. |
North Creek |
Benthic Total Maximum Daily Load (TMDL) Development for the North Creek Watershed |
Fluvanna |
H20R |
Total phosphorus |
187.3 |
lbs/yr |
142. |
Turkey Island Creek |
Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed |
Henrico, Charles City |
G02R |
E. coli |
4.31E+11 |
cfu/year |
143. |
James River from Westover to Chippokes Point |
Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed |
Charles City, Prince George |
G02R, G04R |
E. coli |
4.25E+13 |
cfu/year |
144. |
James River from Chippokes Point to Claremont |
Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed |
Prince George, Surry |
G04E, G04R |
E. coli |
4.99E+13 |
cfu/year |
Notes: 2GS means growing season. |
B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and wasteload 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 |
Mechums 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 Lickinghole 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. |
1.2-0.0 |
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 |
Notes: 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% reserve: determined by SWCB Piedmont Regional Office. Source: Wiley & Wilson, Inc. |
TABLE B3 - UPPER JAMES RIVER BASIN ADDITIONAL LOAD
ALLOCATIONS |
|||||||
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 STP |
|
130.0 |
|
Buffalo River |
2-7 |
E.L. |
9.6-0.0 |
Amherst STP |
150.0 |
120.0 |
30.0 (20%) |
Rockfish River |
2-6 |
E.L. |
9.5-0.0 |
Schuyler STP |
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 tributary 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 STP |
69.0 |
55.0 |
14.0 (20%) |
Notes: 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 |
VDBHDS 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 |
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. |
Notes: |
TABLE B7 - RICHMOND CRATER INTERIM WATER QUALITY MANAGEMENT PLAN – CURRENT PERMITTED WASTELOADS (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 |
|
- |
|
|
|
Notes: 2Dissolved oxygen limits represent average minimum allowable levels. 3Richmond STP's BOD5 is permitted as CBOD5 |
TABLE B7 - WASTELOAD 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 |
|
|
|
|
Notes: 2Dissolved oxygen limits represent average minimum allowable levels. 3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit. |
TABLE B7 - WASTELOAD 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 |
|
|
|
Notes: 2Dissolved oxygen limits represent average minimum allowable levels. 3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit. |
TABLE B7 - WASTELOAD 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 |
|