Final Text
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 |
0.06E+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 |
0.02E+13 |
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. |
James River, lower |
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. |
James River, tidal |
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. |
James River, lower |
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 |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Lynchburg, Bedford |
H03 |
E. coli |
4.07E+12 |
cfu/year |
86. |
Burton Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Lynchburg, Campbell |
H03 |
E. coli |
3.47E+12 |
cfu/year |
87. |
Judith Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Lynchburg, Bedford |
H03 |
E. coli |
3.26E+11 |
cfu/year |
88. |
Tomahawk Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Bedford, Campbell, Lynchburg |
H03 |
E. coli |
1.01E+12 |
cfu/year |
89. |
Fishing Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Lynchburg |
H03 |
E. coli |
3.76E+13 |
cfu/year |
90. |
Blackwater Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Lynchburg |
H03 |
E. coli |
3.61E+14 |
cfu/year |
91. |
James River, lower |
E.coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Amherst, Bedford, Campbell, Lynchburg |
H03, H05 |
E. coli |
1.33E+15 |
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. |
Reed Creek, lower |
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 |
145. |
Moores Creek |
Sediment TMDLs for Moores Creek, Lodge Creek, Meadow Creek, and Schenks Branch |
Albemarle, |
H28 |
Sediment |
809.48 |
tons/yr |
146. |
Lodge Creek |
Sediment TMDLs for Moores Creek, Lodge Creek, Meadow Creek, and Schenks Branch |
Albemarle, |
H28 |
Sediment |
46.25 |
tons/yr |
147. |
Meadow Creek |
Sediment TMDLs for Moores Creek, Lodge Creek, Meadow Creek, and Schenks Branch |
Albemarle, |
H28 |
Sediment |
452.33 |
tons/yr |
148. |
Schenks Branch |
Sediment TMDLs for Moores Creek, Lodge Creek, Meadow Creek, and Schenks Branch |
City of Charlottesville |
H28 |
Sediment |
134.52 |
tons/yr |
149. |
James River, upper |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Amherst, Bedford |
H01R, I28R |
E. coli |
2.27E+11 |
cfu/year |
150. |
Beaver Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Campbell |
H05R |
E. coli |
3.26E+11 |
cfu/year |
151. |
Pedlar River |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Amherst |
H02R |
E. coli |
7.86E+11 |
cfu/year |
152. |
Harris Creek |
E. coli TMDL Development for the James River and Tributaries near Lynchburg, VA |
Amherst |
H04R |
E. coli |
1.02E+13 |
cfu/year |
153. |
Diascund Creek, nontidal |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
New Kent |
G09R |
E. coli |
2.51E+11 |
cfu/year |
154. |
Beaverdam Creek |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
New Kent |
G09R |
E. coli |
1.27E+11 |
cfu/year |
155. |
Unnamed tributary to Beaverdam Creek (SAH) |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
New Kent |
G09R |
E. coli |
4.52E+10 |
cfu/year |
156. |
Barrows Creek |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
Charles City |
G08R |
E. coli |
6.90E+10 |
cfu/year |
157. |
Mill Creek |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
James City |
G08R |
E. coli |
9.90E+11 |
cfu/year |
158. |
Diascund Creek, tidal |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
New Kent, James City |
G08E |
Enterococci |
7.12E+12 |
cfu/year |
159. |
Chickahominy River |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
New Kent, James City, Charles City |
G08E |
Enterococci |
9.57E+13 |
cfu/year |
160. |
Gordon Creek |
Bacteria TMDL Development for Lower Chickahominy River Watershed Located in Charles City, James City, and New Kent Counties, VA |
James City |
G08E |
Enterococci |
6.15E+12 |
cfu/year |
161. |
Woods Creek |
Bacteria TMDL Development and a Proactive Approach to Address the Benthic Impairment for Woods Creek, Rockbridge County and City of Lexington, Virginia |
Rockbridge, City of Lexington |
I35R |
E.coli |
3.97E+11 |
cfu/year |
162. |
Sinking Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I18R |
E. coli |
1.17E+9 |
counts/year |
163. |
Barbours Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Craig |
I22R |
E. coli |
2.36E+9 |
counts/year |
164. |
Lapsley Run |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I24R |
E. coli |
2.45E+8 |
counts/year |
165. |
Little Patterson Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I22R |
E. coli |
5.38E+8 |
counts/year |
166. |
Upper Craig Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Craig |
I19R |
E. coli |
3.93E+9 |
counts/year |
167. |
Middle Craig Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Craig |
I22R |
E. coli |
1.54E+10 |
counts/year |
168. |
Lower Craig Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I22R |
E. coli |
2.07E+10 |
counts/year |
169. |
Catawba Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I25R |
E. coli |
3.00E+9 |
counts/year |
170. |
James River |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I18R |
E. coli |
4.19E+10 |
counts/year |
171. |
Catawba Creek |
Bacteria and Sediment Total Maximum Daily Load (TMDL) Development for the James River and Tributaries Located in Botetourt and Craig Counties Virginia |
Botetourt |
I25R |
Sediment |
29.44 |
tons/year |
172. |
Bullpasture River |
Bacteria TMDL Development for the Bullpasture River in Highland County, Virginia |
Highland |
I13R |
E. coli |
2.63E+12 |
counts/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 |
|
13 |
|
6.5 |
|
Henrico STP |
38.07 |
3002 |
9.5 |
2403 |
7.6 |
5.6 |
4756 |
15.0 |
3504 |
11.0 |
5.6 |
|
American Tobacco Co. |
3.00 |
715 |
|
113 |
|
5.8 |
715 |
|
113 |
|
5.8 |
|
ICI Americas, Inc. |
0.20 |
167 |
|
8 |
|
5.8 |
167 |
|
8 |
|
3.1 |
|
Phillip Morris-Park 500 |
2.90 |
819 |
|
92 |
|
4.6 |
819 |
|
92 |
|
4.6 |
|
Allied (Chesterfield) |
56.00 |
1255 |
|
442 |
|
5.7 |
1255 |
|
442 |
|
5.7 |
|
Allied (Hopewell) |
180.00 |
2750 |
|
10326 |
|
6.1 |
2750 |
|
10326 |
|
6.1 |
|
Hopewell Regional WTF |
39.61 |
12502 |
37.8 |
10291 |
31.1 |
4.8 |
12502 |
37.8 |
10291 |
31.1 |
4.8 |
|
Petersburg STP |
15.00 |
2802 |
22.4 |
801 |
6.4 |
5.0 |
2802 |
22.4 |
2028 |
16.2 |
5.0 |
|
TOTAL |
432.1 |
31084 |
|
28982 |
|
|
36679 |
|
35963 |
|
|
|
Notes: 2Dissolved oxygen limits represent average minimum allowable levels. 3Allied (Hopewell) allocation may be redistributed to the Hopewell Regional WTF by VPDES permit. |
C. Nitrogen and phosphorus 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) |
I37R |
Buena Vista STP |
VA0020991 |
41,115 |
3,426 |
I09R |
Covington STP |
VA0025542 |
54,820 |
4,568 |
H02R |
Georgia Pacific |
VA0003026 |
122,489 |
49,658 |
I37R |
Lees Carpets |
VA0004677 |
30,456 |
12,182 |
I35R |
Lexington-Rockbridge WQCF |
VA0088161 |
54,820 |
4,568 |
I09R |
Low Moor STP |
VA0027979 |
9,137 |
761 |
I09R |
Lower Jackson River STP |
VA0090671 |
63,957 |
5,330 |
I04R |
MeadWestvaco |
VA0003646 |
394,400 |
159,892 |
H12R |
Amherst STP |
VA0031321 |
10,964 |
914 |
H05R |
BWX Technologies Inc. |
VA0003697 |
187,000 |
1,523 |
H05R |
Greif Inc. |
VA0006408 |
73,246 |
29,694 |
H31R |
Lake Monticello STP |
VA0024945 |
18,182 |
1,515 |
H05R |
Lynchburg STP1 |
VA0024970 |
536,019 |
33,501 |
H28R |
Moores Creek Regional STP |
VA0025518 |
274,100 |
22,842 |
H38R |
Powhatan CC STP |
VA0020699 |
8,588 |
716 |
J11R |
Crewe WWTP |
VA0020303 |
9,137 |
761 |
J01R |
Farmville WWTP |
VA0083135 |
43,856 |
3,655 |
G02E |
The Sustainability Park, LLC |
VA0002780 |
25,583 |
1,919 |
G01E |
E I du Pont - Spruance |
VA0004669 |
201,080 |
7,816 |
G01E |
Falling Creek WWTP |
VA0024996 |
153,801 |
15,380 |
G01E |
Henrico County WWTP |
VA0063690 |
1,142,085 |
114,209 |
G03E |
Honeywell Hopewell |
VA0005291 |
1,090,798 |
51,592 |
G03R |
Hopewell WWTP |
VA0066630 |
1,827,336 |
76,139 |
G15E |
HRSD Boat Harbor STP |
VA0081256 |
740,000 |
76,139 |
G11E |
HRSD James River STP |
VA0081272 |
1,250,000 |
60,911 |
G10E |
HRSD Williamsburg STP |
VA0081302 |
800,000 |
68,525 |
G02E |
Philip Morris Park 500 |
VA0026557 |
139,724 |
2,650 |
G01E |
Proctors Creek WWTP |
VA0060194 |
411,151 |
41,115 |
G01E |
Richmond WWTP1 |
VA0063177 |
1,096,402 |
68,525 |
G02E |
Dominion-Chesterfield2 |
VA0004146 |
272,036 |
210 |
J15R |
South Central WW Authority |
VA0025437 |
350,239 |
35,024 |
G07R |
Chickahominy WWTP |
VA0088480 |
6,167 |
123 |
G05R |
Tyson Foods Glen Allen |
VA0004031 |
19,552 |
409 |
G11E |
HRSD Nansemond STP |
VA0081299 |
750,000 |
91,367 |
G15E |
HRSD Army Base STP |
VA0081230 |
610,000 |
54,820 |
G15E |
HRSD VIP WWTP |
VA0081281 |
750,000 |
121,822 |
G15E |
JH Miles & Company |
VA0003263 |
153,500 |
21,500 |
C07E |
HRSD Ches.-Elizabeth STP |
VA0081264 |
1,100,000 |
108,674 |
G01E |
Tranlin/Vastly |
80,000 |
||
TOTALS |
|
14,901,739 |
1,354,375 |
|
Notes: 2Wasteload allocations are "net" loads, based on the portion of the nutrient discharge introduced by the facility's process waste streams, and not originating in raw water intake. |