Virginia Administrative Code 9VAC25-720

Virginia Administrative Code

Database updated through March 17, 2010

9VAC25-720-10. Definitions.

The following words and terms when used in this chapter shall have the following meanings unless the context clearly indicates otherwise:

"Assimilative capacity" means the greatest amount of loading that a water can receive without violating water quality standards, significantly degrading waters of existing high quality, or interfering with the beneficial use of state waters.

"Best management practices (BMP)" means a schedule of activities, prohibition of practices, maintenance procedures and other management practices to prevent or reduce the pollution of state waters. BMPs include treatment requirements, operating and maintenance procedures, schedule of activities, prohibition of activities, and other management practices to control plant site runoff, spillage, leaks, sludge or waste disposal, or drainage from raw material storage.

"Best practicable control technology currently available (BPT)" means control measures required of point source discharges (other than POTWs) as determined by the EPA pursuant to § 304(b)(1) of the CWA (33 USC § 1251 et seq.) as of 1987.

"Board" means the State Water Control Board (SWCB).

"Chesapeake Bay Watershed" means the following Virginia river basins: Potomac River Basin (9VAC25-260-390 and 9VAC25-260-400), James River Basin (9VAC25-260-410, 9VAC25-260-415, 9VAC25-260-420, and 9VAC25-260-430), Rappahannock River Basin (9VAC25-260-440), Chesapeake Bay and small coastal basins (9VAC25-260-520, Sections 2 through 3g), and the York River Basin (9VAC25-260-530).

"Clean Water Act or Act (CWA)" means 33 USC § 1251 et seq. as amended, as of 1987.

"Delivery factor" means an estimate of the number of pounds of total nitrogen or total phosphorus delivered to tidal waters for every pound discharged from a permitted facility, as determined by the specific geographic location of the permitted facility, to account for attenuation that occurs during riverine transport between the permitted facility and tidal waters. Delivery factors shall be calculated using the Chesapeake Bay Program watershed model.

"Discharge" means when used without qualification, a discharge of a pollutant or any addition of any pollutant or combination of pollutants to state waters or waters of the contiguous zone or ocean or other floating craft when being used for transportation.

"Effluent limitation" means any restriction imposed by the board on quantities, discharge rates or concentrations of pollutants that are discharged from point sources into state waters.

"Effluent limitation guidelines" means a regulation published by EPA under the Act and adopted by the board.

"Effluent limited segment (EL)" means a stream segment where the water quality does and probably will continue to meet state water quality standards after the application of technology-based effluent limitations required by §§ 301(b) and 306 of the CWA (33 USC § 1251 et seq.) as of 1987.

"Environmental Protection Agency (EPA)" means the United States Environmental Protection Agency.

"Equivalent load" means 2,300 pounds per year of total nitrogen and 300 pounds per year of total phosphorus at a flow volume of 40,000 gallons per day; 5,700 pounds per year of total nitrogen and 760 pounds per year of total phosphorus at a flow volume of 100,000 gallons per day; and 28,500 pounds per year of total nitrogen and 3,800 pounds per year of total phosphorus at a flow volume of 500,000 gallons per day.

"Load or loading" means the introduction of an amount of matter or thermal energy into a receiving water. Loading may be either man-caused (pollutant loading) or natural (background loading).

"Load allocation (LA)" means the portion of a receiving water's loading capacity attributable either to one of its existing or future nonpoint sources of pollution or to natural background sources. Load allocations are best estimates of the loading, which may range from accurate estimates to gross allotments, depending on the availability of data and appropriate techniques for predicting the loading. Wherever possible, natural and nonpoint source loads should be distinguished.

"Nonpoint source" means a source of pollution, such as a farm or forest land runoff, urban storm water runoff, mine runoff, or salt water intrusion that is not collected or discharged as a point source.

"Point source" means any discernible, defined and discrete conveyance, including but not limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock vessel or other floating craft, from which pollutants are or may be discharged. This term does not include return flows from irrigated agricultural land.

"Pollutant" means any substance, radioactive material, or heat that causes or contributes to, or may cause or contribute to, pollution. It does not mean:

1. Sewage from vessels; or

2. Water, gas, or other material that is injected into a well to facilitate production of oil, dry gas, or water derived in association with oil or gas production and disposed of in a well, if the well is used either to facilitate production or for disposal purposes if approved by the Department of Mines, Minerals and Energy unless the board determines that such injection or disposal will result in the degradation of ground or surface water resources.

"Pollution" means such alteration of the physical, chemical or biological properties of any state waters as will or is likely to create a nuisance or render such waters (i) harmful or detrimental or injurious to the public health, safety or welfare, or to the health of animals, fish or aquatic life; (ii) unsuitable with reasonable treatment for use as present or possible future sources of public water supply; or (iii) unsuitable for recreational, commercial, industrial, agricultural, or other reasonable uses; provided that: (a) an alteration of the physical, chemical, or biological property of state waters, or a discharge or deposit of sewage, industrial wastes or other wastes to state waters by any owner, which by itself is not sufficient to cause pollution, but which, in combination with such alteration of or discharge or deposit to state waters by other owners is sufficient to cause pollution; (b) the discharge of untreated sewage by any owner into state waters; and (c) contributing to the contravention of standards of water quality duly established by the board, are "pollution" for the terms and purposes of this water quality management plan.

"Publicly owned treatment works (POTW)" means any sewage treatment works that is owned by a state or municipality. Sewers, pipes, or other conveyances are included in this definition only if they convey wastewater to a POTW providing treatment.

"Significant discharger" means (i) a point source discharger to the Chesapeake Bay watershed with a design capacity of 0.5 million gallons per day or greater, or an equivalent load; (ii) a point source discharger to the Chesapeake Bay watershed downstream of the fall line with a design capacity of 0.1 million gallons per day or greater, or an equivalent load; (iii) a planned or newly expanding point source discharger to the Chesapeake Bay watershed that is expected to be in operation by 2010 with a permitted design of 0.5 million gallons per day or greater, or an equivalent load; or (iv) a planned or newly expanding point source discharger to the Chesapeake Bay watershed downstream of the fall line with a design capacity of 0.1 million gallons per day or greater, or an equivalent load, that is expected to be in operation by 2010.

"State waters" means all waters, on the surface and under the ground and wholly or partially within or bordering the Commonwealth or within its jurisdiction, including wetlands.

"Surface water" means all waters in the Commonwealth except ground waters as defined in § 62.1-255 of the Code of Virginia.

"Total maximum daily load (TMDL)" means the sum of the individual waste load allocations (WLAs) for point sources, load allocations (LAs) for nonpoint sources, natural background loading and usually a safety factor. TMDLs can be expressed in terms of either mass per time, toxicity, or other appropriate measure. The TMDL process provides for point versus nonpoint source trade-offs.

"Toxic pollutant" means any agent or material including, but not limited to, those listed under § 307(a) of the CWA (33 USC § 1251 et seq. as of 1987), which after discharge will, on the basis of available information, cause toxicity.

"Toxicity" means the inherent potential or capacity of a material to cause adverse effects in a living organism, including acute or chronic effects to aquatic life, detrimental effects on human health or other adverse environmental effects.

"Virginia Pollution Discharge Elimination System (VPDES) permit" means a document issued by the board, pursuant to 9VAC25-31, authorizing, under prescribed conditions, the potential or actual discharge of pollutants from a point source to surface waters.

"Waste load allocation (WLA)" means the portion of a receiving water's loading or assimilative capacity allocated to one of its existing or future point sources of pollution. WLAs are a type of water quality-based effluent limitation.

"Water quality limited segment (WQL)" means any stream segment where the water quality does not or will not meet applicable water quality standards, even after the application of technology-based effluent limitations required by §§ 301(b) and 306 of the CWA (33 USC § 1251 et seq. as of 1987).

"Water quality management plan (WQMP)" means a state- or area-wide waste treatment management plan developed and updated in accordance with the provisions of §§ 205(j), 208 and 303 of the CWA (33 USC § 1251 et seq. as of 1987).

"Water quality standards (WQS)" means narrative statements that describe water quality requirements in general terms, and of numeric limits for specific physical, chemical, biological or radiological characteristics of water. These narrative statements and numeric limits describe water quality necessary to meet and maintain reasonable and beneficial uses such as swimming and, other water based recreation, public water supply and the propagation and growth of aquatic life. The adoption of water quality standards under the State Water Control Law is one of the board's methods of accomplishing the law's purpose.

Statutory Authority

§ 62.1-44.15 of the Code of Virginia; § 303 of the federal Clean Water Act.

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; amended, Virginia Register Volume 22, Issue 3, eff. November 16, 2005.

9VAC25-720-20. Purpose.

The purpose of this regulation is to list by major river basin the following:

EPA-approved and board-adopted total maximum daily loads (TMDLs) and the stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load allocations contained in the existing water quality management plans (WQMPs).

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003.

9VAC25-720-30. Relationship to 9VAC25-40, Regulation for Nutrient Enriched Waters and Dischargers within the Chesapeake Bay Watershed.

The provisions of this chapter and 9VAC25-40, Regulation for Nutrient Enriched Waters and Dischargers within the Chesapeake Bay Watershed, constitute the nutrient reduction requirements for point source discharges in the Chesapeake Bay Watershed to protect the Chesapeake Bay and its tidal rivers.

Statutory Authority

§ 62.1-44.15 of the Code of Virginia; § 303 of the federal Clean Water Act.

Historical Notes

Derived from Virginia Register Volume 22, Issue 3, eff. November 16, 2005.

9VAC25-720-40. Implementing Nitrogen and Phosphorus Waste Load Allocations in the Chesapeake Bay Watershed.

A. Nitrogen and phosphorus waste load allocations assigned to individual significant dischargers in 9VAC25-720-50 C, 9VAC25-720-60 C, 9VAC25-720-70 C, 9VAC25-720-110 C, and 9VAC25-720-120 C may be exchanged in accordance with the Chesapeake Bay Watershed Nutrient Credit Exchange Program established under Article 4.02 (§ 62.1-44.19:12 et seq.) of Chapter 3.1 of Title 62.1 of the Code of Virginia. Exchanges must account for the delivery factor applicable to each discharge based upon its location within the river basin and calculated by the Chesapeake Bay Program watershed model.

B. The nitrogen and phosphorus waste load allocations assigned to individual significant dischargers in 9VAC25-720-50 C, 9VAC25-720-60 C, 9VAC25-720-70 C, 9VAC25-720-110 C, and 9VAC25-720-120 C are considered to be bioavailable to aquatic life. On a case-by-case basis, a discharger may demonstrate to the satisfaction of the board that a significant portion of the nutrients discharged by the facility is not bioavailable to aquatic life. In these cases, the board may limit the permitted discharge to reflect only that portion of the assigned waste load allocation that is bioavailable. Such limits shall be consistent with the assumptions and methods used to derive the allocations through the Chesapeake Bay watershed and water quality models.

C. Unless otherwise noted, the nitrogen and phosphorus waste load allocations assigned to individual significant dischargers in 9VAC25-720-50 C, 9VAC25-720-60 C, 9VAC25-720-70 C, 9VAC25-720-110 C, and 9VAC25-720-120 C are considered total loads including nutrients present in the intake water from the river, as applicable. On a case-by-case basis, an industrial discharger may demonstrate to the satisfaction of the board that a significant portion of the nutrient load originates in its intake water. In these cases, the board may limit the permitted discharge to reflect only the net nutrient load portion of the assigned waste load allocation. Such limits shall be consistent with the assumptions and methods used to derive the allocations through the Chesapeake Bay watershed and water quality models.

D. The board may amend this regulation to adjust individual nitrogen and phosphorus waste load allocations. Reasons for considering such an adjustment include, but are not limited to:

1. A discharger completes or does not complete a plant expansion as evidenced by issuance of a Certificate To Operate by December 31, 2010; or

2. A river basin nutrient load allocation is not achieved.

Any adjustment to an individual waste load allocation must ensure water quality standards are maintained.

Statutory Authority

§ 62.1-44.15 of the Code of Virginia; § 303 of the federal Clean Water Act.

Historical Notes

Derived from Virginia Register Volume 22, Issue 3, eff. November 16, 2005.

9VAC25-720-50. Potomac-Shenandoah River Basin.

A. Total Maximum Daily Load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Muddy Creek	Nitrate TMDL Development for Muddy Creek/Dry River, Virginia	Rockingham	B21R	Nitrate	49,389.00	LB/YR
2.	Blacks Run	TMDL Development for Blacks Run and Cooks Creek	Rockingham	B25R	Sediment	32,844.00	LB/YR
3.	Cooks Creek	TMDL Development for Blacks Run and Cooks Creek	Rockingham	B25R	Sediment	69,301.00	LB/YR
4.	Cooks Creek	TMDL Development for Blacks Run and Cooks Creek	Rockingham	B25R	Phosphorus	0	LB/YR
5.	Muddy Creek	TMDL Development for Muddy Creek and Holmans Creek, Virginia	Rockingham	B22R	Sediment	286,939.00	LB/YR
6.	Muddy Creek	TMDL Development for Muddy Creek and Holmans Creek, Virginia	Rockingham	B22R	Phosphorus	38.00	LB/YR
7.	Holmans Creek	TMDL Development for Muddy Creek and Holmans Creek, Virginia	Rockingham/ Shenandoah	B45R	Sediment	78,141.00	LB/YR
8.	Mill Creek	TMDL Development for Mill Creek and Pleasant Run	Rockingham	B29R	Sediment	276.00	LB/YR
9.	Mill Creek	TMDL Development for Mill Creek and Pleasant Run	Rockingham	B29R	Phosphorus	138.00	LB/YR
10.	Pleasant Run	TMDL Development for Mill Creek and Pleasant Run	Rockingham	B27R	Sediment	0.00	LB/YR
11.	Pleasant Run	TMDL Development for Mill Creek and Pleasant Run	Rockingham	B27R	Phosphorus	0.00	LB/YR
12.	Linville Creek	Total Maximum Load Development for Linville Creek: Bacteria and Benthic Impairments	Rockingham	B46R	Sediment	5.50	TONS/YR
13.	Quail Run	Benthic TMDL for Quail Run	Rockingham	B35R	Ammonia	7,185.00	KG/YR
14.	Quail Run	Benthic TMDL for Quail Run	Rockingham	B35R	Chlorine	27.63	KG/YR
15.	Shenandoah River	Development of Shenandoah River PCB TMDL (South Fork and Main Stem)	Warren & Clarke	B41R B55R B57R B58R	PCBs	179.38	G/YR
16.	Shenandoah River	Development of Shenandoah River PCB TMDL (North Fork)	Warren & Clarke	B51R	PCBs	0.00	G/YR
17.	Shenandoah River	Development of Shenandoah River PCB TMDL (Main Stem)	Warren & Clarke	WV	PCBs	179.38	G/YR
18.	Cockran Spring	Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins	Augusta	B10R	Organic Solids	1,556.00	LB/YR
19.	Lacey Spring	Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins	Rockingham	B47R	Organic Solids	680.00	LB/YR
20.	Orndorff Spring	Benthic TMDL Reports for Six Impaired Stream Segments in the Potomac-Shenandoah and James River Basins	Shenandoah	B52R	Organic Solids	103.00	LB/YR
21.	Toms Brook	Benthic TMDL for Toms Brook in Shenandoah County, Virginia	Shenandoah	B50R	Sediment	8.1	T/YR
22.	Goose Creek	Benthic TMDLs for the Goose Creek Watershed	Loudoun, Fauquier	A08R	Sediment	1,587	T/YR
23.	Little River	Benthic TMDLs for the Goose Creek Watershed	Loudoun	A08R	Sediment	105	T/YR
24.	Christians Creek	Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA	Augusta	B14R	Sediment	145	T/YR
25.	Moffett Creek	Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA	Augusta	B13R	Sediment	0	T/YR
26.	Upper Middle River	Fecal Bacteria and General Standard Total Maximum Daily Load Development for Impaired Streams in the Middle River and Upper South River Watersheds, Augusta County, VA	Augusta	B10R	Sediment	1.355	T/YR
27.	Mossy Creek	Total Maximum Daily Load Development for Mossy Creek and Long Glade Run: Bacteria and General Standard (Benthic) Impairments	Rockingham	B19R	Sediment	0.04	T/YR
28.	Smith Creek	Total Maximum Daily Load (TMDL) Development for Smith Creek	Rockingham, Shenandoah	B47R	Sediment	353,867	LB/YR
29.	Abrams Creek	Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia	Frederick	B09R	Sediment	478	T/YR
30.	Lower Opequon Creek	Opequon Watershed TMDLs for Benthic Impairments: Abrams Creek and Lower Opequon Creek, Frederick and Clarke counties, Virginia	Frederick, Clarke	B09R	Sediment	1,039	T/YR
31.	Mill Creek	Mill Creek Sediment TMDL for a Benthic Impairment, Shenandoah County, Virginia	Shenandoah	B48R	Sediment	0.9	T/YR
32.	South Run	Benthic TMDL Development for South Run, Virginia	Fauquier	A19R	Phosphorus	0.038	T/YR
33.	Lewis Creek	Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic)	Augusta	B12R	Sediment	40	T/YR
34.	Lewis Creek	Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic)	Augusta	B12R	Lead	0	KG/YR
35.	Lewis Creek	Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic)	Augusta	B12R	PAHs	0	KG/YR
36.	Bull Run	Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic)	Loudoun, Fairfax, and Prince William counties, and the Cities of Manassas and Manassas Park	A23R-01	Sediment	5,986.8	T/TR
37.	Popes Head Creek	Total Maximum Daily Load Development for Lewis Creek, General Standard (Benthic)	Fairfax County and Fairfax City	A23R-02	Sediment	1,594.2	T/YR
38.	Accotink Bay	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A15R	PCBs	0.0992	G/YR
39.	Aquia Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Stafford	A28E	PCBs	6.34	G/YR
40.	Belmont Bay/ Occoquan Bay	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A25E	PCBs	0.409	G/YR
41.	Chopawamsic Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A26E	PCBs	1.35	G/YR
42.	Coan River	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Northumberland	A34E	PCBs	0	G/YR
43.	Dogue Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A14E	PCBs	20.2	G/YR
44.	Fourmile Run	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Arlington	A12E	PCBs	11	G/YR
45.	Gunston Cove	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A15E	PCBs	0.517	G/YR
46.	Hooff Run & Hunting Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A13E	PCBs	36.8	G/YR
47.	Little Hunting Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A14E	PCBs	10.1	G/YR
48.	Monroe Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A31E	PCBs	.0177	G/YR
49.	Neabsco Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A25E	PCBs	6.63	G/YR
50.	Occoquan River	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A25E	PCBs	2.86	G/YR
51.	Pohick Creek/Pohick Bay	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Fairfax	A16E	PCBs	13.5	G/YR
52.	Potomac Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Stafford	A29E	PCBs	0.556	G/YR
53.	Potomac River, Fairview Beach	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	King George	A29E	PCBs	0.0183	G/YR
54.	Powells Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A26R	PCBs	0.0675	G/YR
55.	Quantico Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	Prince William	A26R	PCBs	0.742	G/YR
56.	Upper Machodoc Creek	PCB Total Maximum Daily Load Development in the tidal Potomac and Anacostia Rivers and their tidal tributaries	King George	A30E	PCBs	0.0883	G/YR
57.	Difficult Creek	Benthic TMDL Development for Difficult Run, Virginia	Fairfax	A11R	Sediment	3,663.2	T/YR
58.	Abrams Creek	Opequon Watershed TMDLs for Benthic Impairments	Frederick and Clark	B09R	Sediment	1039	T/YR
59.	Lower Opequon	Opequon Watershed TMDLs for Benthic Impairments	Frederick and Clark	B09R	Sediment	1039	T/YR

B. Non-TMDL waste load allocations.

Water Body	Permit No.	Facility Name	Outfall No.	Receiving Stream	River Mile	Parameter Description	WLA	Units WLA
VAV-B02R	VA0023281	Monterey STP	001	West Strait Creek	3.85	CBOD₅	11.4	KG/D
VAV-B08R	VA0065552	Opequon Water Reclamation Facility	001	Opequon Creek	32.66	BOD₅, JUN-NOV	207	KG/D
		AKA Winchester - Frederick Regional				CBOD₅, DEC-MAY	1514	KG/D
VAV-B14R	VA0025291	Fishersville Regional STP	001	Christians Creek	12.36	BOD₅	182	KG/D
VAV-B23R	VA0060640	North River WWTF	001	North River	15.01	CBOD₅, JAN-MAY	700	KG/D
	7.23.04	AKA Harrisonburg - Rockingham Reg. Sewer Auth.				CBOD₅, JUN-DEC	800	KG/D
						TKN, JUN-DEC	420	KG/D
						TKN, JAN-MAY	850	KG/D
VAV-B32R	VA0002160	INVISTA - Waynesboro Formerly Dupont - Waynesboro	001	South River	25.3	BOD₅	272	KG/D
VAV-B32R	VA0025151	Waynesboro STP	001	South River	23.54	CBOD₅	227	KG/D
VAV-B32R	VA0025151	Waynesboro STP	001	South River	23.54	CBOD₅, JUN-OCT	113.6	KG/D
VAV-B32R	VA0028037	Skyline Swannanoa STP	001	South River UT	2.96	BOD₅	8.5	KG/D
VAV-B35R	VA0024732	Massanutten Public Service STP	001	Quail Run	5.07	BOD₅	75.7	KG/D
VAV-B37R	VA0002178	Merck & Company	001	S.F. Shenandoah River	88.09	BOD₅	1570	KG/D
VAV-B37R	VA0002178	Merck & Company	001	S.F. Shenandoah River	88.09	AMMONIA, AS N	645.9	KG/D
VAV-B49R	VA0028380	Stoney Creek Sanitary District STP	001	Stoney Creek	19.87	BOD₅, JUN-NOV	29.5	KG/D
VAV-B53R	VA0020982	Middletown STP	001	Meadow Brook	2.19	CBOD₅	24.0	KG/D
VAV-B58R	VA0020532	Berryville STP	001	Shenandoah River	24.23	CBOD₅	42.6	KG/D

C. Nitrogen and phosphorus waste load allocations to restore the Chesapeake Bay and its tidal rivers. The following table presents nitrogen and phosphorus waste load allocations for the identified significant dischargers and the total nitrogen and total phosphorus waste load allocations for the listed facilities.

Virginia Waterbody ID	Discharger Name	VPDES Permit No.	Total Nitrogen (TN) Waste Load Allocation (lbs/yr)	Total Phosphorus (TP) Waste Load Allocation (lbs/yr)
B37R	Coors Brewing Company	VA0073245	54,820	4,112
B14R	Fishersville Regional STP	VA0025291	48,729	3,655
B32R	INVISTA - Waynesboro (Outfall 101)	VA0002160	78,941	1,009
B39R	Luray STP	VA0062642	19,492	1,462
B35R	Massanutten PSA STP	VA0024732	18,273	1,371
B37R	Merck - Stonewall WWTP (Outfall 101) (10)	VA0002178	14,619	1,096
B12R	Middle River Regional STP	VA0064793	82,839	6,213
B23R	North River WWTF (2)	VA0060640	253,391	19,004
B22R	VA Poultry Growers -Hinton	VA0002313	27,410	1,371
B38R	Pilgrims Pride - Alma	VA0001961	18,273	914
B31R	Stuarts Draft WWTP	VA0066877	48,729	3,655
B32R	Waynesboro STP	VA0025151	48,729	3,655
B23R	Weyers Cave STP	VA0022349	6,091	457
B58R	Berryville STP	VA0020532	8,528	640
B55R	Front Royal STP	VA0062812	48,729	3,655
B49R	Georges Chicken LLC	VA0077402	31,065	1,553
B48R	Mt. Jackson STP (3)	VA0026441	8,528	640
B45R	New Market STP	VA0022853	6,091	457
B45R	North Fork (SIL) WWTF	VA0090263	23,390	1,754
B49R	Stoney Creek SD STP	VA0028380	7,309	548
B50R	North Fork Regional WWTP (1)	VA0090328	9,137	685
B51R	Strasburg STP	VA0020311	11,939	895
B50R	Woodstock STP	VA0026468	24,364	1,827
A06R	Basham Simms WWTF (4)	VA0022802	18,273	1,371
A09R	Broad Run WRF (5)	VA0091383	134,005	3,350
A08R	Leesburg WPCF	MD0066184	121,822	9,137
A06R	Round Hill Town WWTF	VA0026212	9,137	685
A25R	DSC - Section 1 WWTF (6)	VA0024724	42,029	2,522
A25R	DSC - Section 8 WWTF (7)	VA0024678	42,029	2,522
A25E	H L Mooney WWTF	VA0025101	219,280	13,157
A22R	UOSA - Centreville	VA0024988	1,315,682	16,446
A19R	Vint Hill WWTF (8)	VA0020460	8,680	868
B08R	Opequon WRF	VA0065552	102,336	7,675
B08R	Parkins Mills STP (9)	VA0075191	60,911	4,568
A13E	Alexandria SA WWTF	VA0025160	493,381	29,603
A12E	Arlington County Water PCF	VA0025143	365,467	21,928
A16R	Noman M Cole Jr PCF	VA0025364	612,158	36,729
A12R	Blue Plains (VA Share)	DC0021199	581,458	26,166
A26R	Quantico WWTF	VA0028363	20,101	1,206
A28R	Aquia WWTF	VA0060968	73,093	4,386
A31E	Colonial Beach STP	VA0026409	18,273	1,827
A30E	Dahlgren WWTF	VA0026514	9,137	914
A29E	Fairview Beach	MD0056464	1,827	183
A30E	US NSWC-Dahlgren WWTF	VA0021067	6,578	658
A31R	Purkins Corner STP	VA0070106	1,096	110
	TOTALS:		5,156,169	246,635

NOTE: (1) Shenandoah Co. - North Fork Regional WWTP waste load allocations (WLAs) based on a design flow capacity of 0.75 million gallons per day (MGD). If plant is not certified to operate at 0.75 MGD design flow capacity by December 31, 2010, the WLAs will be deleted and facility removed from Significant Discharger List.

(2) Harrisonburg-Rockingham Regional S.A.-North River STP: waste load allocations (WLAs) based on a design flow capacity of 20.8 million gallons per day (MGD). If plant is not certified to operate at 20.8 MGD design flow capacity by December 31, 2011, the WLAs will decrease to TN = 194,916 lbs/yr; TP = 14,619 lbs/yr, based on a design flow capacity of 16.0 MGD.

(3) Mount Jackson STP: waste load allocations (WLAs) based on a design flow capacity of 0.7 million gallons per day (MGD). If plant is not certified to operate at 0.7 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 7,309 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.

(4) Purcellville-Basham Simms STP: waste load allocations (WLAs) based on a design flow capacity of 1.5 million gallons per day (MGD). If plant is not certified to operate at 1.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 12,182 lbs/yr; TP = 914lbs/yr, based on a design flow capacity of 1.0 MGD.

(5) Loudoun Co. S.A.-Broad Run WRF: waste load allocations (WLAs) based on a design flow capacity of 11.0 million gallons per day (MGD). If plant is not certified to operate at 11.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 121,822 lbs/yr; TP = 3,046 lbs/yr, based on a design flow capacity of 10.0 MGD.

(6) Dale Service Corp.-Section 1 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.

(7) Dale Service Corp.-Section 8 WWTF: waste load allocations (WLAs) based on a design flow capacity of 4.6 million gallons per day (MGD). If plant is not certified to operate at 4.6 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,193 lbs/yr, based on a design flow capacity of 4.0 MGD.

(8) Fauquier Co. W&SA-Vint Hill STP: waste load allocations (WLAs) based on a design flow capacity of 0.95 million gallons per day (MGD). If plant is not certified to operate at 0.95 MGD design flow capacity by December 31, 2011, the WLAs will decrease to TN = 5,482 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.

(9) Parkins Mill STP: waste load allocations (WLAs) based on a design flow capacity of 5.0 million gallons per day (MGD). If plant is not certified to operate at 5.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,741 lbs/yr, based on a design flow capacity of 3.0 MGD.

(10) Merck-Stonewall – (a) on January 1, 2011, the following waste load allocations (WLAs) are effective and supersede the existing WLAs: total nitrogen of 43,835 lbs/yr and total phosphorus of 4,384 lbs/yr; (b) waste load allocations will be reviewed and possibly reduced based on "full-scale" results showing the optimal treatment capability of the 4-stage Bardenpho technology at this facility consistent with the level of effort by other dischargers in the region. The "full scale" evaluation will be completed by December 31, 2011, and the results submitted to DEQ for review and subsequent board action; (c) in any year when credits are available after all other exchanges within the Shenandoah-Potomac River Basin are completed in accordance with § 62.1-44.19:18 of the Code of Virginia, Merck shall acquire credits for total nitrogen discharged in excess of 14,619 lbs/yr and total phosphorus discharged in excess of 1,096 lbs/yr; and (d) the allocations are not transferable and compliance credits are only generated if discharged loads are less than the loads identified in clause (c).

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 9, eff. February 9, 2005; Errata, 21:11 VA.R. 1425 February 7, 2005; amended, Virginia Register Volume 21, Issue 12, eff. March 23, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 3, eff. November 16, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007; Volume 23, Issue 15, eff. May 2, 2007; Volume 23, Issue 23, eff. October 22, 2007; Volume 24, Issue 2, eff. November 15, 2007; Volume 24, Issue 18, eff. June 11, 2008; Volume 25, Issue 20, eff. July 8, 2009; Volume 26, Issue 6, eff. December 23, 2009; Volume 26, Issue 10, eff. February 18, 2010; Errata, 26:11 VA.R. 1859 February 1, 2010.

9VAC25-720-60. James River Basin.

A. Total maximum daily load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	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, and Orange	H27R H28R	Sediment	10,229	Lbs/Day

B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load 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
Mechum 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 Licking Hole 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.	1.2-00	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

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 percent 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 S.T.P.		130.0
Buffalo River	2-7	E.L.	9.6-0.0	Amherst S.T.P.	150.0	120.0	30.0 (20%)
Rockfish River	2-6	E.L.	9.5-0.0	Schuyler S.T.P.	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 trib. 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 S.T.P.	69.0	55.0	14.0 (20%)

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	VDMH & R 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

TABLE B5 - 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.

TABLE B6 - *Note: A new stream segment classification for the Upper James 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 WASTE LOADS (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		-

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 - WASTE LOAD 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

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 - WASTE LOAD 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

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 - WASTE LOAD 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

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 waste load allocations to restore the Chesapeake Bay and its tidal rivers.

The following table presents nitrogen and phosphorus waste load allocations for the identified significant dischargers and the total nitrogen and total phosphorus waste load allocations for the listed facilities.

Virginia Waterbody ID	Discharger Name	VPDES Permit No.	Total Nitrogen (TN) Waste Load Allocation (lbs/yr)	Total Phosphorus (TP) Waste Load Allocation (lbs/yr)
I37R	Buena Vista STP	VA0020991	41,115	3,426
I09R	Clifton Forge STP	VA0022772	36,547	3,046
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	27,410	2,284
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 STP (1)	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	R. J. Reynolds	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 WWTP (1)	VA0063177	1,096,402	68,525
G02E	Dominion-Chesterfield (2)	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: (1) Waste load 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) Waste load 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.

Statutory Authority

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

Historical Notes

Derived from Virginia Register 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 9, eff. February 9, 2005; Volume 21, Issue 17, eff. June 1, 2005; Volume 22, Issue 7, 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.

9VAC25-720-70. Rappahannock River Basin.

A. Total maximum Daily Load (TMDLs).

B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load allocations.

9VAC25-720-70 Rappahannock Area Development Commission (RADCO) 208 Area Wide Waste Treatment Management Plan And Potomac-Shenandoah River Basin 303(e) Water Quality Management Plan is included in The Potomac River Basin section.

C. Nitrogen and phosphorus waste load allocations to restore the Chesapeake Bay and its tidal rivers.

Virginia Waterbody ID	Discharger Name	VPDES Permit No.	Total Nitrogen (TN) Waste Load Allocation (lbs/yr)	Total Phosphorus (TP) Waste Load Allocation (lbs/yr)
E09R	Culpeper WWTP (1)	VA0061590	54,820	4,112
E02R	Marshall WWTP	VA0031763	7,797	585
E09R	Mountain Run STP (2)	VA0090212	30,456	2,284
E13R	Orange STP	VA0021385	36,547	2,741
E11R	Rapidan STP	VA0090948	7,309	548
E02R	Remington WWTP (3)	VA0076805	30,456	2,284
E02R	Clevengers Corner STP (4)	VA0080527	10,964	822
E02R	Warrenton Town STP	VA0021172	30,456	2,284
E18R	Wilderness WWTP	VA0083411	15,228	1,142
E20E	FMC WWTF	VA0068110	65,784	4,934
E20E	Fredericksburg WWTF	VA0025127	54,820	4,112
E21E	Haymount WWTF (5)	VA0089125	11,695	877
E24E	Haynesville CC WWTP	VA0023469	2,802	210
E21E	Hopyard Farms STP	VA0089338	6,091	457
E20E	Little Falls Run WWTF	VA0076392	97,458	7,309
E20E	Massaponax WWTF	VA0025658	97,458	7,309
E23R	Montross Westmoreland WWTP	VA0072729	1,584	119
E21E	Oakland Park STP	VA0086789	1,706	128
E23E	Tappahannock WWTP	VA0071471	9,746	731
E26E	Urbanna WWTP	VA0026263	1,218	91
E21R	US Army - Ft. A P Hill WWTP	VA0032034	6,457	484
E23E	Warsaw Aerated Lagoons	VA0026891	3,655	274
C01E	Omega Protein - Reedville	VA0003867	21,213	1,591
C01E	Reedville Sanitary District	VA0060712	2,436	183
C01E	Kilmarnock WTP	VA0020788	6,091	457
	TOTALS:		614,245	46,068

NOTE: (1) Town of Culpeper WWTP waste load allocations (WLAs) based on a design flow capacity of 4.5 million gallons per day (MGD). If plant is not certified to operate at 4.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 36,547 lbs/yr; TP = 2,741 lbs/yr, based on a design flow capacity of 3.0 MGD.

(2) Mountain Run STP: waste load allocations (WLAs) based on a design flow capacity of 2.5 million gallons per day (MGD). If plant is not certified to operate at 2.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 18,273 lbs/yr; TP = 1,371 lbs/yr, based on a design flow capacity of 1.5 MGD.

(3) Fauquier Co. W&SA-Remington STP: waste load allocations (WLAs) based on a design flow capacity of 2.5 million gallons per day (MGD). If plant is not certified to operate at 2.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 24,364 lbs/yr; TP = 1,827 lbs/yr, based on a design flow capacity of 2.0 MGD.

(4) Clevengers Corner STP: waste load allocations (WLAs) based on a design flow capacity of 0.9 million gallons per day (MGD). If plant is not certified to operate at 0.9 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 7,309 lbs/yr; TP = 548 lbs/yr, based on a design flow capacity of 0.6 MGD.

(5) Haymount STP: waste load allocations (WLAs) based on a design flow capacity of 0.96 million gallons per day (MGD). If plant is not certified to operate at 0.96 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 7,066 lbs/yr; TP = 530 lbs/yr, based on a design flow capacity of 0.58 MGD.

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; amended, Virginia Register Volume 22, Issue 3, eff. November 16, 2005; Volume 23, Issue 6, eff. February 26, 2007.

9VAC25-720-80. Roanoke River Basin.

A. Total Maximum Daily Load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Ash Camp Creek	Total Maximum Daily Load Development for Ash Camp Creek	Charlotte	L39R	Sediment	20.7	T/YR
2.	North Fork Blackwater River	Total Maximum Daily Load (TMDL) Development for the Upper Blackwater River Watershed	Franklin	L08R	Sediment	0	T/YR
3.	North Fork Blackwater River	Total Maximum Daily Load (TMDL) Development for the Upper Blackwater River Watershed	Franklin	L08R	Phosphorus	0	T/YR
4.	Upper Blackwater River	Total Maximum Daily Load (TMDL) Development for the Upper Blackwater River Watershed	Franklin	L08R	Sediment	0.526	T/YR
5.	Flat Creek	Benthic TMDL for Flat Creek Watershed, Virginia	Mecklenburg	L79R	Sediment	76.2	T/YR
6.	Twitty's Creek	Benthic TMDL for Twittys Creek Watershed, Virginia	Charlotte	L39R	Sediment	20.4	T/YR
7.	Roanoke River	Benthic TMDL Development for the Roanoke River, Virginia	Roanoke, Montgomery, Floyd, Botetout, Salem, Roanoke	L04R	Sediment	5,189	T/YR

B. Non-TMDL waste load allocations.

Water Body	Permit No.	Facility Name	Outfall No.	Receiving Stream	River Mile	Parameter Description	WLA	Units WLA
VAW-L04R	VA0072389	Oak Ridge Mobile Home Park	001	Falling Creek UT	0.32	BOD₅	0.85	KG/D
VAW-L04R	VA0025020	Roanoke City Regional Water Pollution Control Plant	001	Roanoke River	201.81	BOD₅	1173	KG/D
						TKN, APR-SEP	318	KG/D
						TKN, OCT-MAR	636	KG/D
			001	Roanoke River	201.81	BOD₅	1173	KG/D
						TKN, APR-SEP	416	KG/D
						TKN, OCT-MAR	832	KG/D
			001	Roanoke River	201.81	BOD₅	1173	KG/D
						TKN, APR-SEP	469	KG/D
						TKN, OCT-MAR	939	KG/D
VAW-L04R	VA0077895	Roanoke Moose Lodge	001	Mason Creek	7.79	BOD₅, JUN-SEP	0.24	KG/D
VAW-L04R	VA0077895	Roanoke Moose Lodge	001	Mason Creek	7.79	TKN, JUN-SEP	0.09	KG/D
VAW-L07R	VA0020842	Bedford County School Board- Stewartsville Elementary School	001	Nat Branch, UT	0.59	BOD₅	0.5	KG/D
VAW-L14R	VA0029254	Ferrum Water and Sewage Auth. - Ferrum Sewage Treatment Plant	001	Storey Creek	9.78	BOD₅	14.2	KG/D
VAW-L14R	VA0085952	Rocky Mount Town Sewage Treatment Plant	001	Pigg River	52	BOD₅	133	KG/D
VAW-L14R	VA0076015	Ronile Incorporated	001	Pigg River	57.24	BOD₅	14.8	KG/D
VAW-L21R	VA0063738	Bedford County School Board - Staunton River High School	001	Shoulder Run, UT	0.95	BOD₅	1.8	KG/D
VAW-L21R	VA0020869	Bedford County School Board - Thaxton Elementary School	001	Wolf Creek, UT	0.35	BOD₅	0.31	KG/D
VAW-L22R	VA0023515	Blue Ridge Regional Jail Auth. - Moneta Adult Detention Facility STP	001	Mattox Creek, UT	3.76	BOD₅	1.66	KG/D
VAW-L25R	VA0020851	Bedford County School Board - Otter River Elementary School	001	Big Otter River, UT	1.15	BOD₅	0.4	KG/D
VAW-L26R	VA0022390	Bedford City - Sewage Treatment Plant	001	Little Otter River	14.36	BOD₅	52.8	KG/D
VAW-L26R	VA0020818	Bedford County School Board - Body Camp Elementary	001	Wells Creek, UT	2.22	BOD₅	0.4	KG/D
VAW-L27R	VA0020826	Bedford County School Board - New London Academy	001	Buffalo Creek, UT	0.67	BOD₅	0.39	KG/D
VAC-L29R	VA0031194	Briarwood Village Mobile Home Park STP	001	Smith Branch, UT	2.82	BOD₅	1.3	KG/D
VAC-L35R	VA0023965	Campbell Co Util & Serv Auth. - Rustburg	001	Mollys Creek	17.81	BOD₅	8.13	KG/D
VAC-L39R	VA0084433	Drakes Branch WWTP	001	Twitty's Creek	6.04	BOD₅	6.4	KG/D
VAC-L39R	VA0024058	Keysville WWTP	001	Ash Camp Creek	7.63	CBOD₅, MAY-NOV	32.1	KG/D
VAC-L39R	VA0024058	Keysville WWTP	001	Ash Camp Creek	7.63	TKN, MAY-NOV	7.57	KG/D
AC-L39R	VA0050822	Westpoint Stevens Inc Drakes Branch	001	Twittys Creek	7.22	BOD₅	6.31	KG/D
VAW-L43R	VA0022985	Stuart Town - Sewage Treatment Plant	001	South Mayo River	30.78	BOD₅	63.5	KG/D
VAW-L54R	VA0069345	Henry Co Public Service Auth. - Lower Smith River STP	001	Smith River	19.4	BOD₅	257	KG/D
VAW-L54R	VA0025305	Martinsville City Sewage Treatment Plant	001	Smith River	22.69	BOD₅	681	KG/D
VAC-L60R	VA0060593	Danville City - Northside	001	Dan River	53.32	BOD₅, JUN-OCT	1907	KG/D
VAC-L60R	VA0060593	Danville City - Northside	001	Dan River	53.32	TKN, JUN-OCT	1817	KG/D
VAC-L66R	VA0020524	Town of Chatham STP	001	Cherrystone Creek	2.49	CBOD₅	64.8	KG/D
VAC-L66R	VA0020524	Town of Chatham STP	001	Cherrystone Creek	2.49	TKN	38.9	KG/D
VAC-L75L	VA0020168	Clarksville WWTP	001	Blue Creek/John H. Kerr Reservoir	0.1	BOD₅	59.5	KG/D
VAC-L77R	VA0076881	Chase City Regional WWTP	001	Little Bluestone Creek	13.67	CBOD₅, MAY-NOV	29.5	KG/D
VAC-L77R	VA0076881	Chase City Regional WWTP	001	Little Bluestone Creek	13.67	TKN, MAY-NOV	9.5	KG/D
VAC-L78R	VA0026247	Boydton WWTP	001	Coleman Creek	3.79	CBOD₅, MAY-NOV	17.7	KG/D
VAC-L78R	VA0026247	Boydton WWTP	001	Coleman Creek	3.79	TKN, MAY-NOV	4.1	KG/D
VAC-L79R	VA0069337	South Hill WWTP	001	Flat Creek	8.95	CBOD₅, APR-NOV	60.6	KG/D

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 21, Issue 9, eff. February 9, 2005; Volume 21, Issue 12, eff. March 23, 2005; Volume 21, Issue 17, eff. June 1, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007; Volume 23, Issue 23, eff. October 22, 2007.

9VAC25-720-90. Tennessee-Big Sandy River Basin.

A. Total Maximum Daily Load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Guest River	Guest River Total Maximum Load Report	Wise	P11R	Sediment	317.92	LB/YR
2.	Cedar Creek	Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek	Washington	O05R	Sediment	1,789.93	LB/YR
3.	Hall/Byers Creek	Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek	Washington	O05R	Sediment	57,533.49	LB/YR
4.	Hutton Creek	Total Maximum Daily Load (TMDL) Development for Cedar Creek, Hall/Byers Creek and Hutton Creek	Washington	O05R	Sediment	91.32	LB/YR
5.	Clinch River	Total Maximum Daily Load Development for the Upper Clinch River Watershed	Tazewell	P01R	Sediment	206,636	LB/YR
6.	Lewis Creek	Total Maximum Daily Load Development for the Lewis Creek Watershed	Russell	P04R	Sediment	40,008	LB/YR
7.	Black Creek	General Standard Total Maximum Daily Load Development for Black Creek, Wise County, Virginia	Wise	P17R	Manganese	2,127	KG/YR
8.	Dumps Creek	General Standard Total Maximum Daily Load Development for Dumps Creek, Russell County, Virginia	Russell	P08R	Total Dissolved Solids	1,631,575	KG/YR
9.	Dumps Creek	General Standard Total Maximum Daily Load Development for Dumps Creek, Russell County, Virginia	Russell	P08R	Total Suspended Solids	316,523	KG/YR
10.	Beaver Creek	Total Maximum Daily Load Development for the Beaver Creek Watershed	Washington	O07R	Sediment	784,036	LB/YR
11.	Stock Creek	General Standard (Benthic) Total Maximum Daily Load Development for Stock Creek	Scott	P13R	Sediment	0	T/YR
12.	Lick Creek	Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties	Dickenson, Russell and Wise	P10R	Sediment	63	T/YR
13.	Cigarette Hollow	Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties	Dickenson, Russell and Wise	P10R	Sediment	0.4	T/YR
14.	Laurel Branch	Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties	Dickenson, Russell and Wise	P10R	Sediment	3.9	T/YR
15.	Right Fork	Lick Creek TMDLs for Benthic Impairments-Dickenson, Russell and Wise Counties	Dickenson, Russell and Wise	P10R	Sediment	1.3	T/YR

B. Non-TMDL waste load allocations.

Water Body	Permit No.	Facility Name	Receiving Stream	River Mile	Outfall No.	Parameter Description	WLA	Units WLA
VAS-Q13R	VA0061913	Pound WWTP	Pound River	33.26	001	CBOD₅, JUN-NOV	28	KG/D
						CBOD₅, DEC-MAY	47	KG/D
						TKN, JUN-NOV	28	KG/D
VAS-Q14R	VA0026565	Clintwood WWTP	Cranes Nest River	9.77	001	BOD₅	30	KG/D
VAS-O06R	VA0026531	Wolf Creek Water Reclamation Facility	Wolf Creek	7.26	001	CBOD₅	249.8	KG/D
VAS-P01R	VA0026298	Tazewell WWTP	Clinch River	346.26	001	CBOD₅, JUN-NOV	76	KG/D
VAS-P03R	VA0021199	Richlands Regional WWTF	Clinch River	317.45	001	BOD₅, JUN-NOV	273	KG/D
VAS-P06R	VA0020745	Lebanon WWTP	Big Cedar Creek	5.22	001	BOD₅	91	KG/D
VAS-P11R	VA0077828	Coeburn Norton Wise Regional WWTP	Guest River	7.56	001	CBOD₅, JUN-NOV	303	KG/D
VAS-P11R	VA0077828	Coeburn Norton Wise Regional WWTP	Guest River	7.56	001	CBOD₅, DEC-MAY	379	KG/D
VAS-P15R	VA0029564	Duffield Industrial Park WWTP	North Fork Clinch River	21.02	001	BOD₅	36	KG/D
VAS-P17R	VA0020940	Big Stone Gap Regional WWTP	Powell River	177.38	001	CBOD₅, JUN-NOV	110	KG/D

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 9, eff. February 9, 2005; Volume 21, Issue 12, eff. March 23, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 11, eff. March 21, 2007; Volume 24, Issue 2, eff. November 15, 2007; Volume 25, Issue 20, eff. July 8, 2009.

9VAC25-720-100. Chowan River -- Dismal Swamp River Basin.

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Unnamed Tributary to Hurricane Branch	Benthic TMDL for Hurricane Branch Unnamed Tributary, Virginia	Nottoway	K16R	Sediment	60.9	T/YR
2.	Spring Branch	Total Maximum Daily Load Development for Spring Branch	Sussex	K32R	Phosphorus	145.82	KG/YR

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 21, Issue 17, eff. June 1, 2005; amended, Virginia Register Volume 23, Issue 11, eff. March 21, 2007.

9VAC25-720-110. Chesapeake Bay -- Small Coastal -- Eastern Shore River Basin.

A. Total maximum Daily Load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Parker Creek	Benthic Total Maximum Daily Load (TMDL) Development for Parker Creek, Virginia	Accomack	D03E	Total Phosphorus	664.2	Lbs/YR

B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load allocations.

Small Coastal and Chesapeake Bay- TABLE B1—CURRENT STREAM SEGMENT CLASSIFICATION
Segment No.	Name	Current State Class
7-12A	Pocomoke Sound	EL
7-12B	Messongo Creek	EL
7-12C	Beasley Bay	EL
7-12D	Chesconessex Creek	EL
7-13	Onancock Creek	WQ
7-14	Pungoteague	WQ
7-12E	Nandua Creek	EL
7-15	Occohannock Creek	WQ
7-12F	Nassawadox Creek	EL
7-12G	Hungars Creek	EL
7-12H	Cherrystone Inlet	EL
7-12I	South Bay	EL
7-12J	Tangier Island	_____
7-11A	Chincoteague	EL
7-11B	Hog Bogue	EL
7-11C	Metomkim Bay	EL
7-11D	Machipongo River	EL
7-11E	South Ocean	EL

Small Coastal and Chesapeake Bay TABLE B2 - EASTERN SHORE WASTELOAD ALLOCATIONS
		INTERIM WASTELOAD ALLOCATIONS⁽¹⁾			FINAL WASTELOAD ALLOCATIONS
		(Current Permit Limits)
NAME	RECEIVING STREAM OR ESTUARY	BOD₅(lb/d)	SUSPENDED SOLIDS (lb/d)	OIL & GREASE (lb/d)	BOD₅(lb/d)	SUSPENDED SOLIDS (lb/d)	OIL & GREASE (lb/d)
Commonwealth of Va. Rest Area	Pitts Cr.	4.3	4.3	--	4.3	4.3	--
Edgewood Park	Bullbegger Cr.	0.80	0.80	--	0.80	0.80	--
Holly Farms	Sandy Bottom Cr.	167⁽³⁾	167⁽³⁾	10 mg/l	Stream survey/model and determination of final wasteload allocations planned for the summer of 1980.
Taylor Packing Company	Messongo Cr.	7006⁽³⁾	13010⁽³⁾	--	Stream survey/model was run previously. No change in permit anticipated.
No. Accomack E.S.	Messongo Cr.	1.8	1.4	--	1.8	1.4	--
Messick & Wessels Nelsonia	Muddy Cr.	30mg/l⁽⁴⁾	30mg/l⁽⁴⁾	--	Interim wasteload allocations may be changed based on BAT guidance.
Whispering Pines Motel	Deep Cr.	4.8	4.8	--	4.8	4.8	--
Town of Onancock	Onancock Cr.	21	21	--	21	21	--
Messick & Wessels	Onancock Cr.	30mg/l⁽⁴⁾	30mg/l⁽⁴⁾	--	Interim wasteload allocations may be changed based on guidance.
So. Accomack E.S.	Pungoteague Cr.	1.8	1.4	--	1.8	1.4	--
A & P Exmore	Nassawadox Cr.	0.38	0.38	--	0.38	0.38	--
Norstrom Coin Laundry	Nassawadox Cr.	60mg/l⁽⁴⁾max.	60mg/l⁽⁴⁾max.	--	Interim wasteload allocation may be changed based on BAT guidance.
NH-Acc. Memorial Hospital	Warehouse Cr.	12.5	12.5	--	21.5	12.5	--
Machipongo E.S. & H.H. Jr. High	Trib. To Oresbus Cr.	5.2	5.2	--	5.2	5.2	--
Town of Cape Charles	Cape Charles Harbor	62.6	62.6	--	62.6	62.6	--
America House	Chesapeake Bay	5	5	--	5	5	--
U.S. Coast Guard Chesapeake Bay	Chesapeake Bay	--	--	10/mgl⁽⁵⁾	--	--	10/mgl⁽⁵⁾
U.S. Government Cape Charles AFB	Magothy Bay	Currently No Discharge
Exmore Foods (Process Water)	Trib. To Parting Cr.	200	100	--	Stream survey/model and determination of final wasteload allocations planned for the summer of 1980.
Exmore Foods (Sanitary)	Trib. To Parting Cr.	30mg/l⁽⁵⁾	30mg/l⁽⁵⁾	--	30mg/l⁽⁵⁾	30mg/l⁽⁵⁾	--
Perdue Foods (process water)	Parker Cr.	May-Oct 275 367 Nov-Apr. 612 797	--	--	Interim Permit in process. Stream survey/models were run. No substantial change in permit anticipated.
Perdue Foods (parking lot)	Parker Cr.	30mg/l⁽⁵⁾	30mg/l⁽⁵⁾	--	30mg/l⁽⁵⁾	30mg/l⁽⁵⁾	--
Accomack Nursing Home	Parker Cr.	2.7	2.6	--	2.7	2.6	--
U.S. Gov't NASA Wallops Island	Mosquito Cr.	75	75	--	75	75	--
U.S. Gov't NASA Wallops Island	Cat Cr.	1.25	1.25	--	1.25	1.25	--
F & G Laundromat	Chincoteague Channel	10	4.8	--	Interim wasteload allocations may be changed based on BAT guidance.
U.S. Coast Guard	Chincoteatue Channel	--	--	15mg/l (max.)	--	--	15mg/l (max.)
Virginia- Carolina Seafood	Chincoteague Bay	342	264	5.5	342	264	5.5
Reginald Stubbs Seafood Co. (VA0005813)	Assateague Channel	--	20	95	--	20	95
Reginald Stubbs Seafood Co. (VA00056421)	Assateague Channel	--	20	98	--	20.4⁽²⁾	98
Shreaves	Chincoteague Bay	--	16⁽²⁾	1.4⁽²⁾	--	16⁽²⁾	1.4⁽²⁾
Chincoteague Seafood	Chincoteague Bay	342	264	5.5	342	264	5.5

TABLE B3 - EXISTING OR POTENTIAL SOURCES OF WATER POLLUTION
Location No.	Name	Receiving Estuary	Stream	Flow (MGD)	CBOD (mgl/#D)	NBOD (mgl/#D)	Total Suspended Solids (mgl/#D)	D.O. (mgl)	FC (MPN/ 100ml)	Treatment/ Operation
1	Comm. Va. Rest Area	Pocomoke Sound	Pitts Cr.	.003	7/0.18		10/0.3	7.5	1	Extended aeration. Sec. Holding pond, CL₂
2	H.E. Kelley	Pocomoke Sound	Pitts Cr.							Currently no discharges. Out of business
3	Edgewood Park	Pocomoke Sound	Bullbegger Creek	.006⁽³⁾	16/0.8⁽²⁾		16/0.8⁽²⁾			PRI, CL₂. Holding Pond
4	Holly Farms	Pocomoke Sound	Sand Bottom Creek	0.18	6/40		15/100	8.0	100	Aerated Lagoons, CL₂
5	J.W. Taylor	Messongo Creek	Trib. To Messongo	.001	60/50		150/125	8.0		Aerated Lagoons
6	No. Accomack E.S.	Messongo Creek	Trib. To Messongo	.005	22/0.9		30/1.3	9.0		Sec., Septic Tank, Sand Filter Holding Pond
7	Messick & Wessells-Nelsonia	Beasly Bay	Muddy Creek	.005	125/5.2		100/4.2			Sec., Extended Aeration
8	Willets Laundromat	Beasly Bay	Hunting Creek							Prl., Septic Tank
9	Byrd Food	Beasly Bay								No discharge industry
10	Whispering Pines Motel	Beasly Bay	Deep Creek	.009	25/1.9		30/2.3	6.0		Sec., Extended Aeration Holding Pond, CL₂
11	Town of Onancock	Onancock Creek	North Fork	.19	2/3.2		3/4.8	7.5	3	Primary, Primary Settling Sludge Digestion, CL₂
12	Messick & Wessels-Onley	Onancock Creek	Joynes Branch	.005	100/4.2		150/6.3			Sec., Extended Aeration
13	So. Accomack E.S.	Pungoteague	Trib. To Pungoteague		24/1.8⁽²⁾		19/1.4⁽²⁾			Sec., Septic Tank, Grease Trap, Sand Filter, Holding Pond. No discharge in 4 yrs.
14	Great Atlantic & Pacific Tea Company	Nassawadox	Nassawadox	.001	140/1.2		150/1.3		6.5	Sec., Extended Aeration CL₂
15	Norstrom Coin Laundry	Nassawadox	Trib. To Nassawadox	.008						Sec., Extended Aeration, permit in process
17	N.H.-Acc. Memorial Hospital	Nassawadox	Warehouse Creek	.03	25/1.6		35/2.2	6.5	750	Secondary Aerated Lagoon, CL₂ Holding pond Stab-Lagoon
18	Machipongo E.S. & N.H. Jr. High School	Hungars Creek	Trib. To Oresbus	0.3⁽¹⁾	30/5.2⁽²⁾		30/5.2⁽²⁾			Sec., Stab-Lagoon, Holding Pond no discharge in 4 yrs.
19	B & B Laundromat	Cherry Stone Inlet	Old Castle Creek							Prl. Septic Tank w/discharger
20	KMC Foods, Inc.	Cherry Stone Inlet								No-Discharge industry
21	Herbert West Laundromat	Cherry Stone Inlet	Kings Creek							Prl. Septic Tank w/Discharger
22	Town of Cape Charles	Cape Charles Harbor	Cape Charles Harbor	.165⁽²⁾	290/400⁽³⁾		139/192⁽³⁾			Raw Sewage, Sewage Treatment to be completed by 1982
23	American House Inn	Chesapeake Bay	Chesapeake Bay		30/5⁽²⁾		30/5⁽²⁾
24	U.S. Coast Guard	Chesapeake Bay	Chesapeake Bay	.001⁽²⁾	30/			5.0⁽²⁾	200⁽²⁾	Bilgewater
25	U.S. Gov't Cape Charles AFS	Magothy	Magothy	.001⁽²⁾				5.0⁽³⁾		Sec., CL_2,Aerated Lagoon, currently no-discharge
27	Exmore Frozen Foods	Machipongo	Trib. To Parting Cr.	.56	29/135		18/84	6.5		Grass Bays, Screening
28	Exmore Foods (Domestic)	Machipongo	Trib. To Parting Cr.	.02	5/0.8		9/1.5			Septic Tank, Sand Filter
30	Perdue Foods	Metomkin Bay	Parker Creek	1.7	11/156		15/213	6.5	150	Sec., Aerated Lagoon, Holding Pond, CL₂
31	Perdue Foods	Metomkin Bay	Parker Cr.	.01⁽⁴⁾			15/1.3
32	Accomack Co. Nursing Home	Metomkin Bay	Parker Cr. North Fork	.011	20/1.8		28/2.6	6.5	100	Sec., Extended Aeration, Holding Pond, CL₂
33	U.S. Gov't NASA (Wallops Island)	Hog Creek	Cat Creek	.005	30/		30/			Sec., Stab., Pond, Holding Pond, CL₂
34	Robo Automatic Car	Chincoteague Channel	Little Simoneaton
35	U.S. Gov't NASA	Chincoteague Channel	Mosquito Creek	.105	10.6/9.3⁽³⁾	112/28	2.0/1.8			Sec., Trickling Filter
36	Trail's End Rec. Vehicle Dev.	Chincoteague Channel	Trib to Mosquito Cr.							Septic Tank and Drainfield
37	Coin-Op Laundromat	Chincoteague Channel	Chincoteague Channel							No discharge
38	F & G Laundromat	Chincoteague Channel	Chincoteague Channel	.005
39	U.S. Coast Guard	Chincoteague Channel	Chincoteague Channel	.001⁽²⁾			30/0.2⁽²⁾		200⁽²⁾	Discharge-Bilgewater
40	Phillip Custis	Ramshorn Bay								Spray Irrigation, no Discharge
43	Boggs (Melfa)	Nickowampus Creek								Septic tank waste lagoons, no discharge
44	Blake (Greenbush)	Deep Creek								Septic tank waste lagoon, no discharge
45	Cherrystone Campground	Kings Creek or Cherrystone Inlet								Stab-Lagoon, Holding pond, no discharge
46	Wallops Sanitary Landfill									Solid waste disposal site, no discharge
47	Chincoteague Dumpsite									Solid waste disposal site, no discharge
48	Bob Town Sanitary Landfill									Solid waste disposal site, no discharge
49	Northampton Sanitary Landfill									Solid waste site, no discharge
52	Dorsey's Seafood Market	Chincoteague								Oysters⁽⁵⁾
54	Va-Carolina Seafood Company, Inc.	Hog-Bogue					1152⁽²⁾Clams			Surf Clams, Oysters, Scallops
							68⁽²⁾Oysters
							7.0⁽²⁾Scallops
55	Chincoteague Island Oyster Farm	Chincoteague								(Oyster-Boat Operation (grows oysters & clams from larvae)⁽⁶⁾
	Reginald Stubbs Seafood Company	Assateague Channel		.002⁽⁴⁾	4.2		2.8			Oyster
58	Shreaves Bros.	Chincoteague		.002⁽⁴⁾	2.07		8.0			Oyster
60	Chincoteague Seafood Co.	Chincoteague		.063⁽⁴⁾	972		79.9			Surf-Clam
61	Ralph E. Watson Oyster Co.	Chincoteague		.003⁽⁴⁾	57		53			Oyster
62	McCready Bros. Inc.	Chincoteague								Oyster, no discharge
63	Wm. C. Bunting	Chincoteague		.001⁽⁴⁾	12		4.8			Oyster
64	Carpenters Seafood	Chincoteague		.001⁽⁴⁾	4.1		2.1			Oyster
64a	Burtons Seafood, Inc.	Chincoteague		.006⁽⁴⁾	10.3		.35			Oyster shell stock deal no discharge
69	Jones Bros. Seafood	Chincoteague	Sheepshead Cr.							Oyster & Clams
70	W.E. Jones Seafood	Chincoteague	Sheepshead Creek				46.4⁽²⁾			Oyster & Clams
71	Conner & McGee Seafood	Chincoteague	Sheepshead Creek							Oyster & Clams⁽⁶⁾
72	Hills Oyster Farm	Chincoteague								Oyster & Clams⁽⁵⁾
73	Thomas E. Reed Seafood	Chincoteague	Deep Hole Creek							Oyster & Clams⁽⁶⁾
74	Mears & Powell	Metomkin								Oyster-Building, also used to clean fish⁽⁵⁾
75	Wachapreague Seafood Company	Metomkin	Finney Creek	.036⁽⁴⁾			144			Sea Clam
76	George D. Spence and Son	Machipongo								Crab Shedding⁽⁶⁾
77	George D. Spence and Son	Machipongo								Crab Picking, no discharge
78	George T. Bell	Machipongo								No Discharge, Oyster
79	George D. Spence and Son	Machipongo	Upshur Bay							Oyster⁽⁶⁾
80	Peters Seafood	Machipongo								Oyster⁽⁶⁾
81	J.E. Hamblin	Machipongo								Oyster, No discharge
83	Nathan Bell Seafood	Machipongo								Clams, Hard⁽⁵⁾
84	John L. Marshall Seafood	Machipongo								Clams⁽⁵⁾
85	American Original Foods, Inc.	Machipongo	Parting Creek	.151⁽⁴⁾	2632		1337
86	Harvey & Robert Bowen	Machipongo	Parting Creek	.0006⁽⁴⁾	6.2		1.7			Oyster
87	H.M. Terry	Machipongo	Parting Creek	.0004⁽⁴⁾	3.3		.62			Oyster
89	Webb's Island Seafood	South Ocean Area								Clams⁽⁶⁾
90	Cliff's Seafood	South Ocean Area	Mockhorn Bay							Oyster & Clam⁽⁶⁾
92	H. Allen Smith	South Ocean Area		.037⁽⁴⁾	213		522			Sea Clam
94	C & D Seafood, Inc.	South Ocean Area	Oyster Harbor	.04⁽⁴⁾	427		204 sea clam			Sea Clam, Oyster
94	C & D Seafood, Inc.	South Ocean Area	Oyster Harbor	.04⁽⁴⁾	427		34⁽²⁾oyster			Sea Clam, Oyster
95	B.L. Bell & Sons	South Ocean Area	Oyster Harbor	.001⁽⁴⁾	12		.9			Oyster
98	Lance Fisher Seafood Co.	Pocomoke		.02⁽⁴⁾	38		12.8			Oyster and Clam
99	Fisher & Williams/Lester Fisher	Messongo								Building used to shed soft crabs⁽⁵⁾
100	Grady Rhodes Seafood	Messongo								Sold business, Building used to shed soft crabs⁽⁵⁾
101	Bonowell Bros.	Messongo	Pocomoke Sound	.001⁽⁴⁾	12		2.5			Oyster
102	John H. Lewis & Co.	Messongo	Starling Creek							Oyster SS only, no discharge
103	Eastern Shore Seafood	Beasly								Crab, no discharge
106	Ashton's Seafood, Inc.	Pungoteague								Shell stock dealer-no discharge
107	Nandua Seafood Co.	Nandua		.0001⁽⁴⁾	.2		.9			Crab
108	A.M. Acuff	Cherrystone								Building used for storage, no discharge
110	D.L. Edgerton Co.	Cherrystone	Mud Creek							Conch. In operation. Retort drains overboard & fish wash-down⁽⁶⁾
111 & 112	Tangier Island Seafood, Inc.	Tangier								Crab⁽⁵⁾
113	Tangier	Chesapeake Bay								1000 KW Power Station
114	Chincoteague	Chincoteague Channel								2100 KW Power Station
115	Parksley									2400 KW Power Station
116	Tasley									1400 KW Power Station
117	Bayview									10,000 KW Power Station
118	Cape Charles	Cape Charles Harbor								1200 KW Power Station
119	Burdick Well & Pump Company									Holding Pond, no discharge
120	Marshall & Son Crab Company	Messongo Cr.								Crab Shedding⁽⁶⁾
	Linton & Lewis Crab Co.	Pocomoke Sound								Crab Shedding⁽⁶⁾
122	D.L. Edgerton	Chincoteague								Fish Washdown⁽⁶⁾
123	Evans Bros. Seafood Co.	Pocomoke Sound								Crab Shedding⁽⁶⁾
124	Stanley F. Linton	Messongo	Starling Cr.							Crab Shedding⁽⁶⁾
125	H.V. Drewer & Son	Messongo	Starling Cr.	.035⁽⁴⁾	349		736-clam			Oyster & Clam
125	H.V. Drewer & Son	Messongo	Starling Cr.	.018⁽⁴⁾	180		198-oyster			Oyster & Clam
126	Chincoteague Fish Co., Inc.	Chincoteague Channel								Fish Washdown⁽⁶⁾
127	Chincoteague Crab Company	Assateague Channel			.18⁽²⁾		.54⁽²⁾			Crab & Crab Shedding
128	Aldon Miles & Sons	Pocomoke Sound								Crab Shedding⁽⁶⁾
129	Saxis Crab Co.	Messongo	Starling Cr.							Crab Shedding⁽⁶⁾
	Paul Watkinson SFD	Pocomoke Sound								Crab Shedding⁽⁶⁾
131	Russell Fish Co., Inc	Chincoteague Channel								Fish⁽⁶⁾
132	Mason Seafood Co.	Chincoteague Channel		.002⁽⁴⁾	7.7		13.7			Oysters

NOTE: ⁽¹⁾Water quality data taken from Discharge Monitoring Reports or special studies unless indicated.

⁽²⁾NPDES Permit limits given since the permit is new and discharge monitoring reports not yet available.

⁽³⁾Data from Accomack-Northampton Co. Water Quality Management Plan.

⁽⁴⁾Estimated.

⁽⁵⁾May need a permit--either company has not responded to SWCB letter or operation has just started up.

⁽⁶⁾No limits -- has an NPDES permit, but is not required to monitor.

Virginia Waterbody ID	Discharger Name	VPDES Permit No.	Total Nitrogen (TN) Waste Load Allocation (lbs/yr)	Total Phosphorus (TP) Waste Load Allocation (lbs/yr)
C16E	Cape Charles Town WWTP (1)	VA0021288	6,091	457
C11E	Onancock WWTP (2)	VA0021253	9,137	685
C13E	Shore Memorial Hospital	VA0027537	1,218	91
C10E	Tangier WWTP	VA0067423	1,218	91
C10R	Tyson Foods – Temperanceville	VA0004049	22,842	1,142
	TOTALS:		40,506	2,467

NOTE: (1) Cape Charles STP: waste load allocations (WLAs) based on a design flow capacity of 0.5 million gallons per day (MGD). If plant is not certified to operate at 0.5 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 3,046 lbs/yr; TP = 228 lbs/yr, based on a design flow capacity of 0.25 MGD.

(2) Onancock STP: waste load allocations (WLAs) based on a design flow capacity of 0.75 million gallons per day (MGD). If plant is not certified to operate at 0.75 MGD design flow capacity by December 31, 2011, the WLAs will decrease to TN = 3,046 lbs/yr; TP = 228 lbs/yr, based on a design flow capacity of 0.25 MGD.

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; amended, Virginia Register Volume 22, Issue 3, eff. November 16, 2005; Volume 22, Issue 16, eff. May 17, 2006; Volume 25, Issue 20, eff. July 8, 2009; Volume 26, Issue 6, eff. December 23, 2009.

9VAC25-720-120. York River Basin.

A. Total Maximum Daily Load (TMDLs).

B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and waste load allocations.

TABLE B1 -- RECOMMENDED STREAM SEGMENTS IN THE YORK RIVER BASIN
Segment Number	Classification	Name of River (Description)*
8-1	EL	North Anna River (main and tributaries except Goldmine Creek and Contrary Creek) R.M. 68.4-0.0
8-2	EL	Goldmine Creek
8-3	WQ	Contrary Creek (main only) R.M. 9.5-0.0
8-4	EL	South Anna River (main and tributaries) R.M. 101.2-97.1
8-5	EL	South Anna River (main only) R.M. 97.1-77.4
8-6	EL	South Anna River (main and tributaries) R.M.77.4-0.0
8-7	EL	Pamunkey River (main and tributaries) R.M. 90.7-12.2
8-8	WQ	Pamunkey River (main only) R.M. 12.2-0.0
8-9	EL	Mattaponi River (main and tributaries) R.M.102.2-10.2
8-10	EL	Mattaponi River (main only) R.M.10.2-0.0
8-11	WQ	York River (main only) R.M. 30.4-22.4
8-12	EL	York River (main and tributaries except King Creek and Carter Creek) –R.M. 22.4-0.0
8-13	EL	Carter Creek (main and tributaries) R.M. 5.4-2.0
8-14	EL	Carter Creek (main only) R.M. 2.0-0.0
8-15	EL	King Creek (main only) R.M.5.6-0.0
8-16	WQ	Condemned shellfish areas- Timberneck, Queens, and Sarah Creeks and portions of the main stream of the York River.
*R.M.= River Mile, measured from the river mouth

Source: Roy F. Western

TABLE B2 -- WASTE LOAD ALLOCATIONS (IN LBS PER DAY)
POINT SOURCE	1977 WASTE LOAD²		MAXIMUM⁷ DAILY LOAD		RECOMMENDED ALLOCATION			RAW WASTE LOAD AT 1995		REQUIRED & REMOVAL EFFICENCY 1995
POINT SOURCE	CBOD₅	UBOD¹	CBOD₅	UBOD	CBOD₅	UBOD	PERCENT RESERVE	CBOD₅	UBOD	CBOD₅	UBOD
Gordonsville	145	398	150	412	150	412	0	1950	2730	92	85
Louisa-Mineral	50	108	55	118	55	118	0	850	1150	93	90
Doswell	52	110	862⁸	1407⁸	690⁸	1125⁸	20	1080	1444	85⁴	71
Thornburg	63	150	68	162	68	162	0	1240	1690	94	90
Bowling Green	27	64	29	68	29	68	0	680	926	96	93
Ashland	160	303	235	559	188	447	20	2250	3825	92	88
Hanover (Regional STP)	170	437	280	820	280	820	0	5730	7930	96	90
Chesapeake Corp.	6400	8000	10445⁵	15000⁵	10445⁵	15000⁵	N/A	51700	64630	90	90
West Point	105	380	281³	1020	225	814	20	1000	1600	85⁴	66
¹BOD is Ultimate Biochemical Oxygen Demand. Its concentration is derived by the following: BOD₅ /0.80+ 4.5(TKN)=(UBOD). NOTE: The amount of TKN utilized depends on the location in the basin. ²Projected for 1977 based on population projections. ³Recommended allocation based on BPCTCA effluent guidelines applied to raw waste loads at 2020. ⁴Minimum removal efficiency. ⁵Allocation based on BPCTCA effluent guidelines; amended by Minute 25, June 3-5, 1979 board meeting. ⁷Assimilative capacity. ⁸Amended by Minute 1, August 17, 1978, board meeting.

Source: Roy F. Weston, Inc.

Virginia Waterbody ID	Discharger Name	VPDES Permit No.	Total Nitrogen (TN) Waste Load Allocation (lbs/yr)	Total Phosphorus (TP) Waste Load Allocation (lbs/yr)
F20R	Caroline County STP	VA0073504	9,137	1,066
F01R	Gordonsville STP	VA0021105	17,177	2,004
F04R	Ashland WWTP	VA0024899	36,547	4,264
F09R	Doswell WWTP	VA0029521	18,273	2,132
F09R	Bear Island Paper Company	VA0029521	47,328	12,791
F27E	Giant Yorktown Refinery	VA0003018	167,128	22,111
F27E	HRSD - York River STP	VA0081311	274,100	31,978
F14R	Parham Landing WWTP⁽¹⁾	VA0088331	36,547	4,264
F14E	Smurfit Stone - West Point	VA0003115	259,177	70,048
F12E	Totopotomoy WWTP	VA0089915	182,734	21,319
F25E	West Point STP	VA0075434	10,964	1,279
C04E	HRSD - Mathews Courthouse STP	VA0028819	1,827	213
	TOTALS:		1,060,939	173,469

NOTES: ⁽¹⁾ Parham Landing WWTP: waste load allocations (WLAs) based on a design flow capacity of 2.0 million gallons per day (MGD). If plant is not certified to operate at 2.0 MGD design flow capacity by December 31, 2010, the WLAs will decrease to TN = 10,416 lbs/yr; TP = 1,215 lbs/yr, based on a design flow capacity of 0.57 MGD.

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata, 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 22, Issue 7, eff. January 11, 2006; Errata, 22:12 VA.R. 2064 February 20, 2006; amended, Virginia Register Volume 24, Issue 21, eff. August 7, 2008; Volume 25, Issue 12, eff. April 2, 2009.

9VAC25-720-130. New River Basin.

A. Total Maximum Daily Load (TMDLs).

TMDL #	Stream Name	TMDL Title	City/County	WBID	Pollutant	WLA	Units
1.	Stroubles Creek	Benthic TMDL for Stroubles Creek in Montgomery County, Virginia	Montgomery	N22R	Sediment	233.15	T/YR
2.	Back Creek	Fecal Bacterial and General Standard Total Maximum Daily Load Development for Back Creek Watershed, Pulaski County, VA	Pulaski	N22R	Sediment	0.28	T/YR
3.	Crab Creek	Fecal Bacterial and General Standard Total Maximum Daily Load Development for Crab Creek Watershed, Montgomery County, VA	Montgomery	N18R	Sediment	77	T/YR
4.	Peak Creek	Fecal Bacterial and General Standard Total Maximum Daily Load Development for Peak Creek Watershed, Pulaski County, VA	Pulaski	N17R	Copper	12	KG/YR
5.	Peak Creek	Fecal Bacterial and General Standard Total Maximum Daily Load Development for Peak Creek Watershed, Pulaski County, VA	Pulaski	N17R	Zinc	57	KG/YR
6.	Bluestone River	Fecal Bacterial and General Standard Total Maximum Daily Load Development for Bluestone River	Tazewell	N36R	Sediment	116.2	T/YR
7.	Hunting Camp Creek	Total Maximum Daily Load (TMDL) Development for Hunting Camp Creek Aquatic Life Use (Benthic) and E. coli (Bacteria) impairments	Bland	N31R	Sediment	0	LB/YR
8.	Chestnut Creek	Total Maximum Daily Load Development for Chestnut Creek, Fecal Bacteria and General Standard (Benthic)	Carroll, Grayson	N06R	Sediment	18.9	T/YR
9.	Laurel Fork	Benthic TMDL for Laurel Fork, Sussex County, Virginia	Tazewell, Pocahontas	N37R	Sediment	21	T/YR

B. Non-TMDL waste load allocations.

Water Body	Permit No.	Facility Name	Receiving Stream	River Mile	Outfall No.	Parameter Description	WLA	Units WLA
VAS-N11R	VA0020281	Wytheville WWTP	Reed Creek	25.79	001	BOD₅	360	KG/D
VAS-N15R	VA0089443	Hillsville WWTP	Little Reed Island Creed	25.12	001	CBOD₅, JAN-MAY	118	KG/D
VAS-N15R	VA0089443	Hillsville WWTP	Little Reed Island Creed	25.12	001	CBOD₅, JUN-DEC	95	KG/D
VAW-N21R	VA0024040	Montgomery Co. PSA - Riner Town - Sewage Treatment Plant	Mill Creek	5.12	001	BOD₅	7.5	KG/D
VAW-N21R	VA0024040	Montgomery Co. PSA - Riner Town - Sewage Treatment Plant	Mill Creek	5.12	001	TKN (N-KJEL)	1.9	KG/D
VAW-N22R	VA0060844	Blacksburg VPI Sanitation Auth. - Lower Stroubles Creek WWTP	New River	71.37	001	BOD₅	818	KG/D
VAS-N36R	VA0025054	Bluefield Westside WWTP	Bluestone River	25.64	001	BOD₅, JUN-NOV	130	KG/D
VAS-N36R	VA0025054	Bluefield Westside WWTP	Bluestone River	25.64	001	BOD₅, DEC-MAY	260	KG/D
VAS-N36R	VA0062561	Tazewell County PSA - Falls Mills Hales Bottom STP	Bluestone River	22.49	001	BOD₅	5.5	KG/D
VAS-N37R	VA0029602	Pocahontas STP	Laurel Fork	1.99	001	BOD₅	17	KG/D
VAW-N21R	VA002040	Montgomery Co. PSA - Riner Town - Sewage Treatment Pant	Mill Creek	5.12	001	BOD₅	7.5	KG/D
VAW-N21R	VA002040	Montgomery Co. PSA - Riner Town - Sewage Treatment Pant	Mill Creek	5.12	001	TKN (N-KJEL)	1.9	KG/D
VAW-N22R	VA0060844	Blacksburg VPI Sanitation Auth. - Lower Stroubles Creek WWTP	New River	71.37	001	BOD₅	818	KG/D

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003; Errata 19:18 VA.R. 2746, 2747 May 19, 2003; amended, Virginia Register Volume 20, Issue 24, eff. September 8, 2004; Volume 21, Issue 12, eff. March 23, 2005; Volume 21, Issue 17, eff. June 1, 2005; Volume 22, Issue 2, eff. November 2, 2005; Volume 22, Issue 6, eff. December 28, 2005; Volume 23, Issue 15, eff. May 2, 2007; Volume 24, Issue 18, eff. June 11, 2008.

9VAC25-720-140. Delegation section.

The director or his designee may perform any action contained in this regulation except those prohibited by § 62.1-44.14 of the State Water Control Law.

Statutory Authority

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

Historical Notes

Derived from Virginia Register Volume 19, Issue 14, eff. April 24, 2003.