Section 60. James River Basin

Latest version.

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.	Lower James River	Total Maximum Daily Load Development for the James River and Tributaries - Lower Piedmont Region	Cumberland, Fluvanna, Powhatan, Goochland	H33, H34, H37, H38	E. coli	8.20E+12	cfu/year
75.	No Name Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Chesterfield	G01	E. coli	4.66E+11	cfu/year
76.	Bernards Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Powhatan	H39	E. coli	1.67E+12	cfu/year
77.	Goode Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Richmond City	G01	E. coli	2.52E+12	cfu/year
78.	Gillies Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Henrico, Richmond City	G01	E. coli	2.93E+12	cfu/year
79.	Powhite Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Chesterfield	H39	E. coli	3.34E+12	cfu/year
80.	Almond Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Henrico	G01	E. coli	4.39E+12	cfu/year
81.	Falling Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Chesterfield, Richmond City	G01	E. coli	1.64E+13	cfu/year
82.	Reedy Creek	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Richmond City	H39	E. coli	8.23E+13	cfu/year
83.	Tidal James River	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Henrico, Richmond City, Goochland, Powhatan, Chesterfield	G01, G02, H39	E. coli	3.76E+14	cfu/year
84.	Lower James River	Bacterial Total Maximum Daily Load Development for the James River and Tributaries - City of Richmond	Henrico, Richmond City, Goochland, Powhatan, Chesterfield	H39	E. coli	3.06E+15	cfu/year
85.	Ivy Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg, Bedford	H03	E. coli	6.25E+11	cfu/year
86.	Burton Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg	H03	E. coli	7.37E+11	cfu/year
87.	Judith Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg, Bedford	H03	E. coli	8.31E+11	cfu/year
88.	Tomahawk Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg	H03	E. coli	8.34E+11	cfu/year
89.	Fishing Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg	H03	E. coli	1.03E+12	cfu/year
90.	Blackwater Creek	Bacteria Total Maximum Daily Load Development for the James River Basin	Lynchburg	H03	E. coli	3.06E+12	cfu/year
91.	James River	Bacteria Total Maximum Daily Load Development for the James River Basin	Amherst, Bedford, Lynchburg	H01, H02, H03, H04, H05	E. coli	2.75E+14	cfu/year
92.	Baptist Run	Fecal Bacteria Total Maximum Daily Load Development for Warwick River	York	G11	E. coli	3.89E+09	cfu/year
93.	Deep Creek	Fecal Bacteria Total Maximum Daily Load Development for Warwick River	Newport News	G11, C07	Enterococci	5.59E+12	cfu/year
94.	Skiffes Creek	Fecal Bacteria Total Maximum Daily Load Development for Warwick River	James City	G11	Fecal coliform	2.46E+12	cfu/year
95.	James River, Warwick River	Fecal Bacteria Total Maximum Daily Load Development for Warwick River	Newport News, York	G11	Fecal coliform	3.04E+12	cfu/year
96.	Kings Creek and Bay	Shellfish Bacteria Total Maximum Daily Load (TMDL) Development Kings Creek and Bay and Ballard Creek and Bay Watersheds	Isle of Wight	G11	Fecal coliform	1.23E+09	counts/day
97.	Ballard Creek and Bay	Shellfish Bacteria Total Maximum Daily Load (TMDL) Development Kings Creek and Bay and Ballard Creek and Bay Watersheds	Isle of Wight	G11	Fecal coliform	1.64E+09	counts/day
98.	Lawnes Creek	TMDL Report for Chesapeake Bay Shellfish Waters: Lawnes Creek Bacterial Impairment	Surry	G11	Fecal coliform	5.94E+08	MPN/day
99.	Looney Creek	Bacteria TMDL for Looney Creek	Botetourt	I26	E. coli	1.84E+10	cfu/year
100.	Buffalo Creek, South Fork	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Botetourt, Rockbridge	I38	E. coli	2.01E+11	cfu/year
101.	Colliers Creek	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Rockbridge	I38	E. coli	4.75E+11	cfu/year
102.	Cedar Creek	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Rockbridge	I28	E. coli	5.01E+11	cfu/year
103.	Buffalo Creek, North Fork	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Rockbridge	I38	E. coli	6.52E+11	cfu/year
104.	Buffalo Creek	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Rockbridge	I38	E. coli	1.91E+12	cfu/year
105.	Maury River	Bacteria Total Maximum Daily Load Development for Colliers Creek, North Fork Buffalo Creek, South Fork Buffalo Creek, Buffalo Creek, Maury River and Cedar Creek and a Sediment Total Maximum Daily Load Development for Colliers Creek	Buena Vista, Rockbridge	I37, I38	E. coli	2.98E+13	cfu/year
106.	Powhatan Creek	Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek	James City	G10	E. coli	1.78E+13	cfu/year
107.	Mill Creek	Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek	James City	G10	Enterococci	3.63E+12	cfu/year
108.	Powhatan Creek	Bacteria Total Maximum Daily Load Development for Mill Creek and Powhatan Creek	James City	G10	Enterococci	7.24E+12	cfu/year
109.	Moores Creek	Development of the Total Maximum Daily Load (TMDL) for Fecal Coliform Bacteria in Moore's Creek, Albemarle County, Virginia	Charlottesville, Albemarle	H28	Fecal coliform	3.30E+13	cfu/year
110.	Morris Creek	Morris Creek (tidal), Charles City County Total Maximum Daily Load for Bacteria Contamination Impaired for Recreational Use	Charles City	G08	Enterococci	2.92E+10	cfu/day
111.	Shingle Creek	Fecal Bacteria Total Maximum Daily Load for the Nansemond River	Suffolk	G13, K39	Fecal coliform	2.78E+09	cfu/year
112.	Nansemond River, upper and middle	Fecal Bacteria Total Maximum Daily Load for the Nansemond River	Isle of Wight, Suffolk	G12, G13, G14	Fecal coliform	3.89E+10	cfu/year
113.	Shingle Creek	Fecal Bacteria Total Maximum Daily Load for the Nansemond River	Suffolk	G13, K39	Enterococci	2.19E+10	cfu/year
114.	Nansemond River, upper	Fecal Bacteria Total Maximum Daily Load for the Nansemond River	Isle of Wight, Suffolk	G12, G13, G14	Enterococci	9.99E+10	cfu/year
115.	Nansemond River (Lake Meade)	Fecal Bacteria Total Maximum Daily Load for the Nansemond River	Suffolk	G12, G13	Enterococci	9.99E+10	cfu/year
116.	Pagan River, middle and upper	Fecal Bacteria Total Maximum Daily Load Development for Pagan River	Isle of Wight	G11	Enterococci	3.01E+12	cfu/year
117.	Pagan River and Jones Creek	Fecal Bacteria Total Maximum Daily Load Development for Pagan River	Isle of Wight	G11	Fecal coliform	2.15E+12	cfu/year
118.	Lower Reed Creek	Bacteria TMDL for Reed Creek	Bedford	H01	E. coli	0	cfu/year
119.	Beaver Creek	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Albemarle	H23	E. coli	3.29E+10	cfu/year
120.	Mechums River	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Albemarle	H23	E. coli	3.31E+10	cfu/year
121.	Preddy Creek	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Greene, Albemarle	H27	E. coli	2.43E+11	cfu/year
122.	Rivanna River, North Fork	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Greene, Albemarle	H27	E. coli	2.15E+12	cfu/year
123.	Meadow Creek	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Charlottesville	H28	E. coli	3.89E+12	cfu/year
124.	Rivanna River	Bacteria TMDL Development for the Rivanna River Mainstem, North Fork Rivanna River, Preddy Creek and Tributaries, Meadow Creek, Mechums River, and Beaver Creek Watersheds	Charlottesville, Albemarle, Greene	H23, H24, H25, H26, H27, H28	E. coli	4.93E+12	cfu/year
125.	Rockfish River, North Fork	Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River	Nelson	H15	E. coli	8.44E+11	cfu/year
126.	Rockfish River, South Fork	Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River	Nelson	H15	E. coli	4.40E+12	cfu/year
127.	Rockfish River	Bacteria Total Maximum Daily Load Development for Rockfish River, North Fork Rockfish River, and South Fork Rockfish River	Nelson	H15, H16	E. coli	5.76E+12	cfu/year
128.	Tuckahoe Creek and tributaries	Bacteria TMDL for Tuckahoe Creek, Little Tuckahoe Creek, Anderson, Broad, Georges and Readers Branches, and Deep Run	Henrico, Goochland	H39	E. coli	1.05E+13	cfu/year
129.	Turner Creek	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst	H12	E. coli	1.57E+11	cfu/year
130.	Mill Creek	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst	H11	E. coli	2.08E+11	cfu/year
131.	Hat Creek	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Nelson	H09	E. coli	6.02E+11	cfu/year
132.	Rutledge Creek	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst	H12	E. coli	1.15E+12	cfu/year
133.	Rucker Run	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Nelson	H13	E. coli	1.32E+12	cfu/year
134.	Piney River	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst, Nelson	H10	E. coli	2.44E+12	cfu/year
135.	Buffalo River	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst	H11, H12	E. coli	2.54E+12	cfu/year
136.	Tye River	Bacteria Total Maximum Daily Load Development for Hat Creek, Piney River, Rucker Run, Mill Creek, Rutledge Creek, Turner Creek, Buffalo River and Tye River	Amherst, Nelson	H09, H10, H11, H12, H13	E. coli	1.33E+13	cfu/year
137.	Upham Brook and tributaries	Total Maximum Daily Load Development for the Upham Brook Watershed	Henrico, Richmond City	G05	E. coli	8.04E+10	cfu/year
138.	White Oak Swamp	Bacteria TMDL for White Oak Swamp	Henrico	G06	E. coli	1.58E+12	cfu/year
139.	Willis River and tributaries	Fecal coliform TMDL Development for Willis River	Cumberland, Buckingham	H35, H36	Fecal coliform	3.15E+11	cfu/year
140.	North Creek	Benthic Total Maximum Daily Load (TMDL) Development for the North Creek Watershed	Fluvanna	H20R	Sediment	7.29	tons/yr
141.	North Creek	Benthic Total Maximum Daily Load (TMDL) Development for the North Creek Watershed	Fluvanna	H20R	Total phosphorus	187.3	lbs/yr
142.	Turkey Island Creek	Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed	Henrico, Charles City	G02R	E. coli	4.31E+11	cfu/year
143.	James River from Westover to Chippokes Point	Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed	Charles City, Prince George	G02R, G04R	E. coli	4.25E+13	cfu/year
144.	James River from Chippokes Point to Claremont	Bacteria TMDL Development for the Turkey Island Creek and James River Westover to Claremont Watershed	Prince George, Surry	G04E, G04R	E. coli	4.99E+13	cfu/year
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
Notes: ¹The total WLA can be increased prior to modification provided that DEQ 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	50.3^11,12	50.1^{11, 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 City⁵Asphalt 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	Cliftondale¹⁴Park 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 STP^{15 (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: 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)
	FLOW (mgd)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (mg/l)	FLOW (mgd)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (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-N^1,3		DO² (mg/l)	CBOD₅		NH₃-N¹		DO² (mg/l)
	FLOW (mgd)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (mg/l)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (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 ALLOCATION FOR THE YEAR 2000
	SUMMER (June-October)						WINTER (November-May)
	FLOW (mgd)	CBOD₅		NH₃-N^1,3		DO² (mg/l)	CBOD₅		NH₃-N¹		DO² (mg/l)
	FLOW (mgd)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (mg/l)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (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: 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-N^1,3		DO² (mg/l)	CBOD₅		NH₃-N¹		DO² (mg/l)
	FLOW (mgd)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (mg/l)	(lbs/d)	(mg/l)	(lbs/d)	(mg/l)	DO² (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	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	352,036	210
J15R	South Central WW Authority	VA0025437	350,239	35,024
G07R	Chickahominy WWTP	VA0088480	6,167	123
G05R	Tyson Foods – Glen Allen	VA0004031	19,552	409
G11E	HRSD – Nansemond STP	VA0081299	750,000	91,367
G15E	HRSD – Army Base STP	VA0081230	610,000	54,820
G15E	HRSD – VIP WWTP	VA0081281	750,000	121,822
G15E	JH Miles & Company	VA0003263	153,500	21,500
C07E	HRSD – Ches.-Elizabeth STP	VA0081264	1,100,000	108,674
	TOTALS		14,901,739	1,354,375
Notes: 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. 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.

Historical Notes

Derived from Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:20 VA.R. 2999 June 16, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 09, eff. February 9, 2005; Volume 21, Issue 17, eff. June 1, 2005; Volume 22, Issue 07, eff. January 11, 2006; Errata, 22:12 VA.R. 2064 February 20, 2006; amended, Virginia Register Volume 23, Issue 12, eff. May 21, 2007; Errata, 25:19 VA.R. 3464 May 25, 2009; amended, Virginia Register Volume 25, Issue 20, eff. July 8, 2009; Volume 27, Issue 12, eff. March 16, 2011; Volume 30, Issue 18, eff. June 4, 2014; Volume 30, Issue 24, eff. August 27, 2014; Volume 31, Issue 12, eff. March 11, 2015; Volume 31, Issue 18, eff. June 3, 2015; Volume 31, Issue 21, eff. July 30, 2015; Volume 32, Issue 05, eff. December 2, 2015; Volume 32, Issue 24, eff. August 24, 2016.

Statutory Authority

§ 62.1-44.15 of the Code of Virginia; 33 USC § 1313(e) of the Clean Water Act.

                    
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