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REGULATIONS
Vol. 25 Iss. 20 - June 08, 2009TITLE 9. ENVIRONMENTSTATE WATER CONTROL BOARDChapter 720Final RegulationREGISTRAR'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/
ShenandoahB45R
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 BayPCB 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 POINTStream 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 NUMBERVPDES 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/
discharger20
KMC Foods, Inc.
Cherry Stone Inlet
No-Discharge industry
21
Herbert West Laundromat
Cherry Stone Inlet
Kings Creek
Prl. Septic Tank w/
Discharger22
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.
