TITLE 9. ENVIRONMENT
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 |
| CBOD5, JUN-OCT | 113.6 | KG/D |
| VAV-B32R | VA0028037 | Skyline Swannanoa STP | 001 | South River UT | 2.96 | BOD5 | 8.5 | KG/D |
| VAV-B35R | VA0024732 | Massanutten Public Service STP | 001 | Quail Run | 5.07 | BOD5 | 75.7 | KG/D |
| VAV-B37R | VA0002178 | Merck & Company | 001 | S.F. Shenandoah River | 88.09 | BOD5 | 1570 | KG/D |
| AMMONIA, AS N | 645.9 | KG/D |
| VAV-B49R | VA0028380 | Stoney Creek Sanitary District STP | 001 | Stoney Creek | 19.87 | BOD5, JUN-NOV | 29.5 | KG/D |
| VAV-B53R | VA0020982 | Middletown STP | 001 | Meadow Brook | 2.19 | CBOD5 | 24.0 | KG/D |
| VAV-B58R | VA0020532 | Berryville STP | 001 | Shenandoah River | 24.23 | CBOD5 | 42.6 | KG/D |
C. Nitrogen and phosphorus 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) | 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, 2010, 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, 2010, 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.
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 | 50.311,12 | 50.111, 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 CLASSIFI-CATION STANDARDS | MILE to2 MILE | DISCHARGER | VPDES
PERMIT NUMBER | VPDES PERMIT LIMITS BOD5 kg/day | 303(e)3 WASTELOAD ALLOCATION BOD5 kg/day |
| 1 | Jackson River | 2-1 | E.L. | 93.05- | Virginia Trout | VA0071722 | N/A | Secondary |
| B | Warm Springs Run | 2-1 | E.L. | 3.62-0.00 | Warm Springs STP | VA0028233 | 9.10 | Secondary |
| 3 | Back Creek | 2-1 | W.Q. | 16.06-8.46 | VEPCO | VA0053317 | 11.50 | 11.50 |
| C | X-trib to Jackson River | 2-1 | E.L. | 0.40-0.0 | Bacova | VA0024091 | 9.10 | Secondary |
| D | Hot Springs Run | 2-1 | E.L. | 5.30-0.00 | Hot Springs Reg. STP | VA0066303 | 51.10 | Secondary |
| E | X-trib to Cascades Creek | 2-1 | E.L. | 3.00-0.00 | Ashwood-Healing Springs STP | VA0023726 | 11.30 | Secondary |
| F | Jackson River | 2-1 | E.L. | 50.36- | U.S. Forest Service Bolar Mountain | VA0032123 | 1.98 | Secondary |
| G | Jackson River | 2-1 | E.L. | 43.55 | U.S. Army COE Morris Hill Complex | VA0032115 | 1.70 | Secondary |
| H | Jackson River | 2-1 | E.L. | 29.84- | Alleghany County Clearwater Park | VA0027955 | 5.70 | Secondary |
| 4 | Jackson River | 2-1 | E.L. | 25.99 | Covington City Water Treatment Plant | VA0058491 | N/A | Secondary |
| 5 | Jackson River | 2-2 | W.Q. | 24.64-19.03 | Westvaco | VA0003646 | 4,195.00 | 4,195.004 |
| 6 | | | | | Covington City5 Asphalt Plant | VA0054411 | N/A | N/A |
| 7 | | | | | Hercules, Inc6 | VA0003450 | 94.00 | 94.00 |
| J | Jackson River | 2-2 | W.Q. | 19.03-10.5 | Covington STP | VA0025542 | 341.00 | 341.00 |
| K | Jackson River | | | 10.5-0.0 | Low Moor STP7 | VA0027979 | 22.70 | 22.70 |
| M | | | | | D.S. Lancaster CC8 | VA0028509 | 3.60 | 3.60 |
| L | | | | | Selma STP9 | VA0028002 | 59.00 | 59.00 |
| 10 | | | | | The Chessie System10 | VA0003344 | N/A | N/A |
| N | | | | | Clifton Forge STP11 | VA0002984 | 227.00 | 227.00 |
| 11 | | | | | Lydall12 | VA0002984 | 6.00 | 6.00 |
| P | | | | | Iron Gate STP13 | VA0020541 | 60.00 | 60.00 |
| 8 | Paint Bank Branch | 2-2 | E.L. | 1.52 | VDGIF Paint Bank Hatchery | VA0098432 | N/A | Secondary |
| I | Jerrys Run | 2-2 | E.L. | 6.72- | VDOT 1-64 Rest Area | VA0023159 | 0.54 | Secondary |
| AA | East Branch (Sulfer Spring) | 2-2 | E.L. | 2.16 | Norman F. Nicholas | VA0078403 | 0.05 | Secondary |
| BB | East Branch (Sulfer Spring) | 2-2 | E.L. | 1.91- | Daryl C. Clark | VA0067890 | 0.068 | Secondary |
| 9 | Smith Creek | 2-2 | E.L. | 3.44- | Clifton Forge Water Treatment Plant | VA0006076 | N/A | Secondary |
| O | Wilson Creek | 2-2 | E.L. | 0.20-0.0 | Cliftondale14 Park STP | VA0027987 | 24.00 | Secondary |
| 2 | Pheasanty Run | 2-3 | E.L. | 0.01- | Coursey Springs | VA0006491 | 434.90 | Secondary |
| Q | Grannys Creek | 2-3 | E.L | 1.20- | Craig Spring Conference Grounds | VA0027952 | 3.40 | Secondary |
| CC | X-trib to Big Creek | 2-3 | E.L | 1.10- | Homer Kelly Residence | VA0074926 | 0.05 | Secondary |
| 12 | Mill Creek | 2-3 | E.L | 0.16- | Columbia Gas Transmission Corp. | VA0004839 | N/A | Secondary |
| R | John Creek | 2-3 | E.L | 0.20- | New Castle STP(old) | VA0024139 | 21.00 | Secondary |
| S | Craig Creek | 2-3 | E.L | 48.45-36.0 | New Castle STP (new) | VA0064599 | 19.90 | Secondary |
| T | Craig Creek | 2-3 | E.L | 46.98- | Craig County Schools McCleary E.S. | VA0027758 | 0.57 | Secondary |
| DD | Eagle Rock Creek | 2-3 | E.L. | 0.08- | Eagle Rock STP15 (Proposed) | VA0076350 | 2.30 | Secondary |
| U | X-trib to Catawba Creek | 2-3 | E.L. | 0.16 | 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) |
| (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) |
| City of Richmond STP3 | 45.00 | 3002 | 8.0 | - | - | - | | 45.00 | 5367 | 14.3 | - | - | - |
| 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 | - | 7 | - | - |
| Henrico STP | 30.00 | 3005 | 12.0 | - | - | 5.9 | 30.00 | 7260 | 29.0 | - | - | 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-N1,3 | DO2 (mg/l) | CBOD5 | NH3-N1 | DO2 (mg/l) |
| (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) |
| City of Richmond STP | 45.00 | 3002 | 8.0 | 2403 | 6.4 | 5.6 | | 5367 | 14.3 | 5707 | 15.2 | 5.6 |
| E.I. DuPont-Spruance | 11.05 | 948 | | 590 | | 4.4 | 948 | | 756 | | 2.9 |
| Falling Creek STP | 10.10 | 1348 | 16.0 | 539 | 6.4 | 5.9 | 2023 | 24.0 | 1281 | 15.2 | 5.9 |
| Proctor's Creek STP | 12.00 | 1602 | 16.0 | 961 | 9.6 | 5.9 | 2403 | 24.0 | 1402 | 14.0 | 5.9 |
| Reynolds Metals Co. | 0.49 | 172 | | 8 | | 6.5 | 172 | | 8 | | 6.5 |
| Henrico STP | 30.00 | 3002 | 12.0 | 2403 | 9.6 | 5.6 | 4756 | 19.0 | 3504 | 44.0 | 5.6 |
| American Tobacco Co. | 2.70 | 715 | | 113 | | 5.8 | 715 | | 113 | | 5.8 |
| ICI Americas, Inc. | 0.20 | 167 | | 8 | | 5.8 | 167 | | 8 | | 3.1 |
| Phillip Morris- Park 500 | 2.20 | 819 | | 92 | | 4.6 | 819 | | 92 | | 4.6 |
| Allied (Chesterfield) | 53.00 | 1255 | | 442 | | 5.7 | 1255 | | 442 | | 5.7 |
| Allied (Hopewell) | 165.00 | 2750 | | 10326 | | 6.1 | 2750 | | 10326 | | 6.1 |
| Hopewell Regional WTF | 34.07 | 12502 | 44.0 | 12091 | 36.2 | 4.8 | 12502 | 44.0 | 10291 | 36.2 | 4.8 |
| Petersburg STP | 15.00 | 2802 | 22.4 | 801 | 6.4 | 5.0 | 2802 | 22.4 | 2028 | 16.2 | 5.0 |
| TOTAL | 380.81 | 31084 | | 28978 | | | 36679 | 35958 | | | |
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-N1,3 | DO2 (mg/l) | CBOD5 | NH3-N1 | DO2 (mg/l) |
| (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) |
| City of Richmond STP | 45.08 | 3002 | 8.0 | 2403 | 6.4 | 5.6 | | 5367 | 14.3 | 5707 | 15.2 | 5.6 |
| E.I. DuPont-Spruance | 196.99 | 948 | | 590 | | 4.4 | 948 | | 756 | | 2.9 |
| Falling Creek STP | 10.10 | 1348 | 16.0 | 539 | 6.4 | 5.9 | 2023 | 24.0 | 1281 | 15.2 | 5.9 |
| Proctor’s Creek STP | 16.80 | 1602 | 11.4 | 961 | 6.9 | 5.9 | 2403 | 17.1 | 1402 | 10.0 | 5.9 |
| Reynolds Metals Co. | 0.78 | 172 | | 13 | | 6.5 | 172 | | 13 | | 6.5 |
| Henrico STP | 32.80 | 3002 | 11.0 | 2403 | 8.8 | 5.6 | 4756 | 17.4 | 3504 | 12.8 | 5.6 |
| American Tobacco Co. | 3.00 | 715 | | 113 | | 5.8 | 715 | | 113 | | 5.8 |
| ICI Americas, Inc. | 0.20 | 167 | | 8 | | 5.8 | 167 | | 8 | | 3.1 |
| Phillip Morris- Park 500 | 2.90 | 819 | | 92 | | 4.6 | 819 | | 92 | | 4.6 |
| Allied (Chesterfield) | 56.00 | 1255 | | 442 | | 5.7 | 1255 | | 442 | | 5.7 |
| Allied (Hopewell) | 170.00 | 2750 | | 10326 | | 6.1 | 2750 | | 10326 | | 6.1 |
| Hopewell Regional WTF | 36.78 | 12502 | 40.7 | 12091 | 33.5 | 4.8 | 12502 | 40.7 | 10291 | 33.5 | 4.8 |
| Petersburg STP | 15.00 | 2802 | 22.4 | 801 | 6.4 | 5.0 | 2802 | 22.4 | 2028 | 16.2 | 5.0 |
| TOTAL | 406.43 | 31084 | | 28982 | | | 36679 | | 35963 | | |
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-N1,3 | DO2 (mg/l) | CBOD5 | NH3-N1 | DO2 (mg/l) |
| (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) | (lbs/d) | (mg/l) |
| City of Richmond STP | 45.86 | 3002 | 7.8 | 2403 | 6.3 | 5.6 | | 5367 | 14.0 | 5707 | 14.9 | 5.6 |
| E.I. DuPont-Spruance | 16.99 | 948 | | 590 | | 4.4 | 948 | | 756 | | 2.9 |
| Falling Creek STP | 10.10 | 1348 | 16.0 | 539 | 6.4 | 5.9 | 2023 | 24.0 | 1281 | 15.2 | 5.9 |
| Proctor’s Creek STP | 24.00 | 1602 | 8.0 | 961 | 4.8 | 5.9 | 2403 | 12.0 | 1402 | 7.0 | 5.9 |
| Reynolds Metals Co. | 0.78 | 172 | | 13 | | 6.5 | 172 | | 13 | | 6.5 |
| Henrico STP | 38.07 | 3002 | 9.5 | 2403 | 7.6 | 5.6 | 4756 | 15.0 | 3504 | 11.0 | 5.6 |
| American Tobacco Co. | 3.00 | 715 | | 113 | | 5.8 | 715 | | 113 | | 5.8 |
| ICI Americas, Inc. | 0.20 | 167 | | 8 | | 5.8 | 167 | | 8 | | 3.1 |
| Phillip Morris- Park 500 | 2.90 | 819 | | 92 | | 4.6 | 819 | | 92 | | 4.6 |
| Allied (Chesterfield) | 56.00 | 1255 | | 442 | | 5.7 | 1255 | | 442 | | 5.7 |
| Allied (Hopewell) | 180.00 | 2750 | | 10326 | | 6.1 | 2750 | | 10326 | | 6.1 |
| Hopewell Regional WTF | 39.61 | 12502 | 37.8 | 10291 | 31.1 | 4.8 | 12502 | 37.8 | 10291 | 31.1 | 4.8 |
| Petersburg STP | 15.00 | 2802 | 22.4 | 801 | 6.4 | 5.0 | 2802 | 22.4 | 2028 | 16.2 | 5.0 |
| TOTAL | 432.1 | 31084 | | 28982 | | | 36679 | | 35963 | | |
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.
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 |
| 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 |
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., CL2, 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 |
| 34(2) 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 Wash-down(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 |
| .018(4) | 180 | 198-oyster |
| 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.
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) |
| 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, 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.
VA.R. Doc. No. R09-1955; Filed May 15, 2009, 12:39 p.m.