Virginia Administrative Code › Title 9 - ENVIRONMENT › Agency 25 - STATE WATER CONTROL BOARD › Chapter 720 - WATER QUALITY MANAGEMENT PLANNING REGULATION › Section 9VAC25-720-60 - James River Basin

Current through Register Vol. 40, No. 24, July 15, 2024
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,H28R
Sediment
10,229
Lbs/Day
7.
Jackson River
Benthic TMDL Development for the Jackson River,
								Virginia
Alleghany, Bath, Highland
I04R, I09R
Total phosphorus
72,955
LB/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, City of Charlottesville
H28
Sediment
809.48
tons/yr
146.
Lodge Creek
Sediment TMDLs for Moores Creek, Lodge Creek,
								Meadow Creek, and Schenks Branch
Albemarle, City of Charlottesville
H28
Sediment
46.25
tons/yr
147.
Meadow Creek
Sediment TMDLs for Moores Creek, Lodge Creek,
								Meadow Creek, and Schenks Branch
Albemarle, City of Charlottesville
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
173.
Blue Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
20,750
lbs/year
174.
Marsh Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
5,210
lbs/year
175.
Preddy Creek
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
105,600
lbs/year
176.
Preddy Creek
North Branch
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
47,940
lbs/year
177.
Quarter Creek
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
11,020
lbs/year
178.
Standardsville Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
6,105
lbs/year
179.
Swift Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
89,130
lbs/year
180.
Unnamed tributary to Flat Branch
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Sediment
27,890
lbs/year
181.
Blue Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Total Phosphorus
21.8
lbs/year
182.
Standardsville Run
Benthic TMDL Development for the North Fork Rivanna
								River Watershed and Tributaries Located in Albemarle, Greene, and Orange
								Counties
Albemarle, Greene, Orange
H27R
Total Phosphorus
4.6
lbs/year
183.
Moores Creek
Benthic TMDL Development for the Moores Creek and
								Mill Creek Watersheds Located in Rockbridge County, Virginia
Rockbridge, Augusta
I36R
Sediment
60,080
lbs/year
184.
Mill Creek
Benthic TMDL Development for the Moores Creek and
								Mill Creek Watersheds Located in Rockbridge County, Virginia
Rockbridge
I35R
Sediment
44,360
lbs/year
Notes:
1The total WLA can be
								increased prior to modification provided that the Department of Environmental
								Quality tracks these changes for bacteria TMDLs where the permit is consistent
								with water quality standards for bacteria.
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:
1Recommended
								classification.
2Based on 2020 loads or
								stream assimilative capacity less 20%.
3Load allocation based
								on published NPDES permits.
4This assimilative
								capacity is based upon an ammonia loading no greater than 125.1 lbs/day.
5Percentages refer to
								reserve as percent of total assimilative capacity. Minimum reserve for future
								growth and modeling accuracy is 20% unless otherwise noted.
6No NPDES Permits
								published (BPT not established) allocation base on maximum value
								monitored.
7This table is for the
								existing discharge point. The recommended plan may involve relocation or
								elimination of stream discharge.
8Assimilative capacity
								will be determined upon completion of the ongoing study by Hydroscience,
								Inc.
9Discharges into Karnes
								Creek, a tributary to the Jackson River.
10Discharges into Wilson
								Creek, near its confluence with Jackson River.
11Five-day Carbonaceous
								Biological Oxygen Demand (cBOD5).
12Revision supersedes
								all subsequent Crewe STP stream capacity, allocation, and reserve
								references.
130.4% reserve:
								determined by SWCB Piedmont Regional Office.
Source: Wiley & Wilson, Inc.
TABLE B3 - UPPER JAMES RIVER BASIN
								ADDITIONAL LOAD ALLOCATIONS BASED ON RECOMMENDED DISCHARGE POINT
Stream Name
Segment Number
Classification1
Significant
								Discharges
Total Assimilative Capacity of
								Stream BOD5 lbs/day
Wasteload2 Allocation
								BOD5 lbs/day
Reserve4
								BOD5 lbs/day5
Mill Creek
2-4
E.L.
5.5-0.0
Millboro
30.0
7.3
22.7 (76%)
Calfpasture River
2-4
E.L.
4.9-0.0
Goshen
65.0
12.0
53.0 (82%)
Maury River
2-4
E.L.
1.2-0.0
Lees Carpet
790.0
425.03
235.0 (30%)
Glasgow Regional 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:
1Recommended
								classification.
2Based on 2020 loads or
								stream assimilative capacity less 20%.
3Load allocation based
								on published NPDES permit.
4Percentages refer to
								reserve as percent of total assimilative capacity. Minimum reserve for future
								growth and modeling accuracy is 20% unless otherwise noted.
5Assimilative capacity
								will be determined upon completion of the ongoing study by Hydroscience,
								Inc.
Source: Wiley & Wilson, Inc.
TABLE B4 - SEGMENT CLASSIFICATION
								UPPER JAMES-JACKSON RIVER SUBAREA
Stream Name
Segment Number
Mile to Mile
Stream
								Classification
Comments
Back Creek
2-1
16.06-8.46
W.Q.
Main Only
Jackson River
2-1
95.70-24.90
E.L.
Main and Tributaries
Jackson River
2-2
24.90-0.00
W.Q.
Main Only
Jackson River
2-2
24.90-0.00
E.L.
Tributaries Only
James River
2-3
349.50-308.50
E.L.
Main and Tributaries
James River
2-3
308.50-279.41
E.L.
Main and Tributaries
TABLE B5 - UPPER JAMES-JACKSON RIVER
								SUBAREA WASTELOAD ALLOCATIONS BASED ON EXISTING DISCHARGE
								POINT1
MAP LOCATION
STREAM NAME
SEGMENT NUMBER
SEGMENT CLASSIFICATION
								STANDARDS
MILE to2
								MILE
DISCHARGER
VPDES PERMIT NUMBER
VPDES PERMIT LIMITS
								BOD5 kg/day
303(e)3
								WASTELOAD ALLOCATION BOD5 kg/day
1
Jackson River
2-1
E.L.
93.05-
Virginia Trout
VA0071722
N/A
Secondary
B
Warm Springs Run
2-1
E.L.
3.62-0.00
Warm Springs STP
VA0028233
9.10
Secondary
3
Back Creek
2-1
W.Q.
16.06-8.46
VEPCO
VA0053317
11.50
11.50
C
X-trib to Jackson River
2-1
E.L.
0.40-0.0
Bacova
VA0024091
9.10
Secondary
D
Hot Springs Run
2-1
E.L.
5.30-0.00
Hot Springs Reg. STP
VA0066303
51.10
Secondary
E
X-trib to Cascades Creek
2-1
E.L.
3.00-0.00
Ashwood-Healing Springs STP
VA0023726
11.30
Secondary
F
Jackson River
2-1
E.L.
50.36-
U.S. Forest Service Bolar Mountain
VA0032123
1.98
Secondary
G
Jackson River
2-1
E.L.
43.55
U.S. Army COE Morris Hill Complex
VA0032115
1.70
Secondary
H
Jackson River
2-1
E.L.
29.84-
Alleghany County Clearwater Park
VA0027955
5.70
Secondary
4
Jackson River
2-1
E.L.
25.99
Covington City Water Treatment
								Plant
VA0058491
N/A
Secondary
5
Jackson River
2-2
W.Q.
24.64-19.03
Westvaco
VA0003646
4,195.00
4,195.004
6
Covington City5 Asphalt
								Plant
VA0054411
N/A
N/A
7
Hercules,
								Inc6
VA0003450
94.00
94.00
J
Jackson River
2-2
W.Q.
19.03-10.5
Covington STP
VA0025542
341.00
341.00
K
Jackson River
10.5-0.0
Low Moor
								STP7
VA0027979
22.70
22.70
M
D.S. Lancaster
								CC8
VA0028509
3.60
3.60
L
Selma
								STP9
VA0028002
59.00
59.00
10
The Chessie
								System10
VA0003344
N/A
N/A
N
Clifton Forge
								STP11
VA0002984
227.00
227.00
11
Lydall12
VA0002984
6.00
6.00
P
Iron Gate
								STP13
VA0020541
60.00
60.00
8
Paint Bank Branch
2-2
E.L.
1.52
VDGIF Paint Bank Hatchery
VA0098432
N/A
Secondary
I
Jerrys Run
2-2
E.L.
6.72-
VDOT 1-64 Rest Area
VA0023159
0.54
Secondary
AA
East Branch (Sulfer Spring)
2-2
E.L.
2.16
Norman F. Nicholas
VA0078403
0.05
Secondary
BB
East Branch (Sulfer Spring)
2-2
E.L.
1.91-
Daryl C. Clark
VA0067890
0.068
Secondary
9
Smith Creek
2-2
E.L.
3.44-
Clifton Forge Water Treatment Plant
VA0006076
N/A
Secondary
O
Wilson Creek
2-2
E.L.
0.20-0.0
Cliftondale14 Park
								STP
VA0027987
24.00
Secondary
2
Pheasanty Run
2-3
E.L.
0.01-
Coursey Springs
VA0006491
434.90
Secondary
Q
Grannys Creek
2-3
E.L.
1.20-
Craig Spring Conference Grounds
VA0027952
3.40
Secondary
CC
X-trib to Big Creek
2-3
E.L.
1.10-
Homer Kelly Residence
VA0074926
0.05
Secondary
12
Mill Creek
2-3
E.L.
0.16-
Columbia Gas Transmission Corp.
VA0004839
N/A
Secondary
R
John Creek
2-3
E.L.
0.20-
New Castle STP (old)
VA0024139
21.00
Secondary
S
Craig Creek
2-3
E.L.
48.45-36.0
New Castle STP (new)
VA0064599
19.90
Secondary
T
Craig Creek
2-3
E.L.
46.98-
Craig County Schools McCleary E.S.
VA0027758
0.57
Secondary
DD
Eagle Rock Creek
2-3
E.L.
0.08-
Eagle Rock STP15
								  (Proposed)
VA0076350
2.30
Secondary
U
X-trib to Catawba Creek
2-3
E.L.
0.16
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
VA0060364
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:
A new stream segment classification for the Upper
								James River Basin was adopted in 1981. The SWCB will renumber or realign these
								segments in the future to reflect these changes. This Plan covers only a
								portion of these segments.
TABLE B7 - RICHMOND CRATER INTERIM
								WATER QUALITY MANAGEMENT PLAN - CURRENT PERMITTED 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:
1NH3-N
								values represent ammonia as nitrogen.
2Dissolved oxygen limits
								represent average minimum allowable levels.
3Richmond STP's
								BOD5 is permitted as
								CBOD5
TABLE B7 - 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:
1NH3-N
								values represent ammonia as nitrogen.
2Dissolved oxygen limits
								represent average minimum allowable levels.
3Allied (Hopewell)
								allocation may be redistributed to the Hopewell Regional WTF by VPDES
								permit.
TABLE B7 - 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:
1NH3-N
								values represent ammonia as nitrogen.
2Dissolved oxygen limits
								represent average minimum allowable levels.
3Allied (Hopewell)
								allocation may be redistributed to the Hopewell Regional WTF by VPDES
								permit.
C.
				Nitrogen and phosphorus 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
2,778
I09R
Covington STP
VA0025542
54,820
3,705
H02R
Georgia Pacific
VA0003026
122,489
40,273
I37R
Mohawk Industries, Inc.
VA0004677
30,456
9,880
I35R
Lexington-Rockbridge WQCF
VA0088161
54,820
3,705
I09R
Low Moor STP
VA0027979
9,137
617
I09R
Lower Jackson River STP
VA0090671
47,516
3,211
I09R
Nutrient Offset Fund
Formerly VA0090671
16,441
1,112
I04R
WestRock Virginia LLC - Covington
VA0003646
394,400
96,711
H12R
Amherst STP
VA0031321
10,964
741
H05R
BWX Technologies Inc.
VA0003697
187,000
1,235
H05R
Greif Inc.
VA0006408
73,246
24,082
H31R
Lake Monticello WWTP
VA0024945
14,164
957
H31R
Nutrient Offset Fund
Formerly VA0024945
4,018
272
H05R
Lynchburg
								STP1
VA0024970
536,019
27,169
H28R
Moores Creek Advanced WRRF 8
VA0025518
282,994 
								[
19,637 
								[
H38R
Powhatan CC STP
VA0020699
8,588
581
J11R
Crewe WWTP
VA0020303
9,137
617
J01R
Farmville WWTP
VA0083135
43,856
2,964
G02E
Nutrient Offset Fund
Formerly VA0002780
25,583
768
G01E
E I du Pont - Spruance
VA0004669
201,080
6,339
G01E
Falling Creek WWTP
VA0024996
182,738
6,153
G01E
Henrico County WWTP
VA0063690
1,142,085
45,689
G03E
AdvanSix Resins and Chemicals LLC
VA0005291
1,090,798
40,541
G03R
Hopewell WWTP
VA0066630
1,827,336
30,459
G15E
HRSD - Boat Harbor STP
VA0081256
473,524
304,5933
43,175
38,0743
30,4594
22,8445
G11E
HRSD - James River STP
VA0081272
378,819
243,6743
34,540
30,4593
24,3674
18,2765
G10E
HRSD - Williamsburg STP
VA0081302
426,171
274,1333
38,858
34,2673
27,4134
20,5605
G02E
Philip Morris - Park 500
VA0026557
139,724
1,060
G01E
Proctors Creek WWTP
VA0060194
411,151
16,448
G01E
Richmond
								WWTP1
VA0063177
1,096,402
27,413
G02E
Dominion-Chesterfield2
VA0004146
243,099
170
J15R
South Central WW Authority
VA0025437
350,239
14,011
G05R
Tyson Foods - Glen Allen
VA0004031
19,552
424
G11E
HRSD - Nansemond STP
VA0081299
568,228
365,5113
45,6893
51,811
36,5514
27,4135
G15E
HRSD - Army Base STP
VA0081230
340,937
219,3073
31,086
27,4133
21,9314
16,4485
G15E
HRSD - VIP WWTP
VA0081281
757,638
487,3483
69,081
60,9193
48,7354
36,5515
G15E
HRSD - JH Miles
VA0003263
153,500
17,437
C07E
HRSD - Ches.-Elizabeth STP
VA0081264
1,100,000
454,5966,7
41,448 
								7
G01E
Nutrient Offset Fund
Formerly Tranlin/Vastly
80,000
0
TOTALS
12,949,784
757,068
Notes:
1Wasteload allocations for
								localities served by combined sewers are based on dry weather design flow
								capacity. During wet weather flow events the discharge shall achieve a TN
								concentration of 8.0 mg/l and a TP concentration of 1.0 mg/l.
2 Dominion-Chesterfield
								wasteload allocations shall be transferred to the Nutrient Offset Fund on
								January 1, following the retirement of the last coal fired generating unit.
								82,240 lbs/yr of TN WLA shall be held in reserve and may be made available by
								the department for an expansion of the Proctor's Creek WWTP provided that the
								expanded facility provides treatment to achieve an annual average TN
								concentration of 3.0 mg/l or less and the Falling Creek WWTP is designed to
								meet its individual TN WLA.
3 Effective January 1,
								2026.
4 Effective January 1,
								2030.
5 Effective January 1,
								2032.
6 Effective January 1,
								2022.
7 Effective January 1,
								2026, the HRSD - Chesapeake-Elizabeth STP wasteload allocations for total
								nitrogen and total phosphorus are transferred to the Nutrient Offset
								Fund.
8The Moores Creek
								Advanced WRRF WLA includes 8,894 lbs/yr of total nitrogen and 1,112 lbs/yr of
								total phosphorus from the consolidation of the Camelot WWTP
								(VA0025488).
Statutory Authority: §
											62.1-44.15 of the Code of
					 Virginia; 33 USC §
												1313(e) of the Clean Water
					 Act.