9VAC25-720 Water Quality Management Planning Regulation  

  • REGULATIONS
    Vol. 25 Iss. 20 - June 08, 2009

    TITLE 9. ENVIRONMENT
    STATE WATER CONTROL BOARD
    Chapter 720
    Final Regulation

    REGISTRAR'S NOTICE: The following regulatory action is exempt from the Administrative Process Act in accordance with § 2.2-4006 A 4 c of the Code of Virginia, which excludes regulations that are necessary to meet the requirements of federal law or regulations provided such regulations do not differ materially from those required by federal law or regulation. The State Water Control Board will receive, consider and respond to petitions by any interested person at any time with respect to reconsideration or revision.

    Title of Regulation: 9VAC25-720. Water Quality Management Planning Regulation (amending 9VAC25-720-50, 9VAC25-720-60, 9VAC25-720-90, 9VAC25-720-110).

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

    Effective Date: July 8, 2009.

    Agency Contact: David Lazarus, Department of Environmental Quality, 629 East Main Street, P.O. Box 1105, Richmond, VA 23218, telephone (804) 698-4299, FAX (804) 698-4116, or email david.lazarus@deq.virginia.gov.

    Summary:

    The amendments to the Water Quality Management Planning Regulation include nine new total maximum daily load (TMDL) wasteload allocations. The amendments are to the following river basins: Potomac-Shenandoah River Basin (9VAC25-720-50 A), James River Basin (9VAC25-720-60 A), Tennessee - Big Sandy River Basin (9VAC25-720-90 A), and the Chesapeake Bay-Small Coastal Basin (9VAC25-720-110 A).

    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.