Final Text
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 |
Sediment |
10,229 |
Lbs/Day |
|
7. |
Jackson River |
Benthic TMDL Development for the Jackson River, Virginia |
Alleghany, Bath, Highland |
I04R, I09R |
Total Phosphorus |
72,955 |
LB/GS1 |
|
8. |
Jackson River |
Benthic TMDL Development for the Jackson River, Virginia |
Alleghany, Bath, Highland |
I04R, I09R |
Total Nitrogen |
220,134 |
LB/GS |
|
9. |
Little Calfpasture |
Total Maximum Daily Load Development to Address a Benthic Impairment in the Little Calfpasture River, Rockbridge County, Virginia |
Rockbridge |
132R |
Sediment |
30.4 |
T/YR |
|
10. |
Phelps Branch |
Phelps Branch Sediment TMDL Development Report for a Benthic Impairment in Appomattox County, Virginia |
Appomattox |
H06R |
Sediment |
115.7 |
T/YR |
|
11. |
Long Branch |
Sediment TMDL Development Report for Benthic Impairments in Long Branch and Buffalo River in Amherst County, Virginia |
Amherst |
H11R |
Sediment |
16.2 |
T/YR |
|
12. |
Buffalo River |
Sediment TMDL Development Report for Benthic Impairments in Long Branch and Buffalo River in Amherst County, Virginia |
Amherst |
H11R |
Sediment |
306.4 |
T/YR |
|
13. |
Chickahominy River |
Benthic TMDL Development for Chickahominy River, Virginia |
Hanover, Henrico |
G05R |
Sediment |
294.03 |
T/YR |
1 GS means growing season.
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 |
|||||||
|
Stream Name |
Segment Number |
Classification1 |
|
Significant Discharges |
Total Assimilative Capacity of Stream BOD5 lbs/day |
Wasteload2 Allocation BOD5 lbs/day |
Reserve4 BOD5 lbs/day5 |
|
Mill Creek |
2-4 |
E.L. |
5.5-0.0 |
Millboro |
30.0 |
7.3 |
22.7 (76%) |
|
Calfpasture River |
2-4 |
E.L. |
4.9-0.0 |
Goshen |
65.0 |
12.0 |
53.0 (82%) |
|
Maury River |
2-4 |
E.L. |
1.2-0.0 |
Lees Carpet |
790.0 |
425.03 |
235.0 (30%) |
|
|
|
|
|
Glasgow Regional S.T.P. |
|
130.0 |
|
|
Buffalo River |
2-7 |
E.L. |
9.6-0.0 |
Amherst S.T.P. |
150.0 |
120.0 |
30.0 (20%) |
|
Rockfish River |
2-6 |
E.L. |
9.5-0.0 |
Schuyler S.T.P. |
110.0 |
25.0 |
85.0 (77%) |
|
Standardsville Run |
|
E.L. |
|
Standardsville |
Land Application Recommended |
|
|
|
South Fork Appomattox River |
|
E.L. |
|
Appomattox Lagoon |
Connect to Recommended Facility in Roanoke River Basin |
||
|
Buffalo Creek |
2-17 |
E.L. |
9.3-7.7 |
Hampden-Sydney College |
46.0 |
23.0 |
23.0 (50%) |
|
Unnamed trib. of Tear Wallet Creek |
|
E.L. |
|
Cumberland Courthouse |
Land Application Recommended |
|
|
|
Courthouse Branch |
|
E.L. |
|
Amelia |
Land Application Recommended |
|
|
|
Deep Creek |
2-17 |
E.L. |
25.0-12.8 |
Crewe S.T.P. |
69.0 |
55.0 |
14.0 (20%) |
1Recommended classification.
2Based on 2020 loads or stream assimilative capacity less 20%.
3Load allocation based on published NPDES permit.
4Percentages refer to reserve as percent of total assimilative capacity. Minimum reserve for future growth and modeling accuracy is 20% unless otherwise noted.
5Assimilative capacity will be determined upon completion of the ongoing study by Hydroscience, Inc.
Source: Wiley & Wilson, Inc.
|
TABLE B4 - SEGMENT CLASSIFICATION UPPER JAMES-JACKSON RIVER SUBAREA |
||||
|
Stream Name |
Segment Number |
Mile to Mile |
Stream Classification |
Comments |
|
Back Creek |
2-1 |
16.06-8.46 |
W.Q. |
Main Only |
|
Jackson River |
2-1 |
95.70-24.90 |
E.L. |
Main and Tributaries |
|
Jackson River |
2-2 |
24.90-0.00 |
W.Q. |
Main Only |
|
Jackson River |
2-2 |
24.90-0.00 |
E.L. |
Tributaries Only |
|
James River |
2-3 |
349.50-308.50 |
E.L. |
Main and Tributaries |
|
James River |
2-3 |
308.50-279.41 |
E.L. |
Main and Tributaries |
|
TABLE B5 - UPPER JAMES-JACKSON RIVER SUBAREA WASTELOAD ALLOCATIONS BASED ON EXISTING DISCHARGE POINT1 |
||||||||
|
MAP LOCATION |
STREAM NAME |
SEGMENT NUMBER |
SEGMENT CLASSIFICATION STANDARDS |
MILE to2 MILE |
DISCHARGER |
VPDES PERMIT NUMBER |
VPDES PERMIT LIMITS BOD5 kg/day |
303(e)3 WASTELOAD ALLOCATION BOD5 kg/day |
|
1 |
Jackson River |
2-1 |
E.L. |
93.05- |
Virginia Trout |
VA0071722 |
N/A |
Secondary |
|
B |
Warm Springs Run |
2-1 |
E.L. |
3.62-0.00 |
Warm Springs STP |
VA0028233 |
9.10 |
Secondary |
|
3 |
Back Creek |
2-1 |
W.Q. |
16.06-8.46 |
VEPCO |
VA0053317 |
11.50 |
11.50 |
|
C |
X-trib to Jackson River |
2-1 |
E.L. |
0.40-0.0 |
Bacova |
VA0024091 |
9.10 |
Secondary |
|
D |
Hot Springs Run |
2-1 |
E.L. |
5.30-0.00 |
Hot Springs Reg. STP |
VA0066303 |
51.10 |
Secondary |
|
E |
X-trib to Cascades Creek |
2-1 |
E.L. |
3.00-0.00 |
Ashwood-Healing Springs STP |
VA0023726 |
11.30 |
Secondary |
|
F |
Jackson River |
2-1 |
E.L. |
50.36- |
U.S. Forest Service Bolar Mountain |
VA0032123 |
1.98 |
Secondary |
|
G |
Jackson River |
2-1 |
E.L. |
43.55 |
U.S. Army COE Morris Hill Complex |
VA0032115 |
1.70 |
Secondary |
|
H |
Jackson River |
2-1 |
E.L. |
29.84- |
Alleghany County Clearwater Park |
VA0027955 |
5.70 |
Secondary |
|
4 |
Jackson River |
2-1 |
E.L. |
25.99 |
Covington City Water Treatment Plant |
VA0058491 |
N/A |
Secondary |
|
5 |
Jackson River |
2-2 |
W.Q. |
24.64-19.03 |
Westvaco |
VA0003646 |
4,195.00 |
4,195.004 |
|
6 |
|
|
|
|
Covington 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 |
(lbs/d) |
- |
- |
|
E.I. DuPont-Spruance |
8.68 |
936 |
- |
- |
- |
- |
8.68 |
936 |
- |
- |
- |
- |
|
|
Falling Creek STP |
9.00 |
1202 |
16.0 |
- |
- |
5.9 |
9.00 |
2253 |
30.0 |
- |
- |
5.9 |
|
|
Proctor's Creek STP |
6.40 |
1601 |
30.0 |
- |
- |
5.9 |
11.80 |
2952 |
30.0 |
- |
- |
5.9 |
|
|
Reynolds Metals Company |
0.39 |
138 |
- |
7 |
- |
- |
0.39 |
138 |
- |
- |
- |
- |
|
|
Henrico STP |
30.00 |
3005 |
12.0 |
- |
- |
5.9 |
30.00 |
7260 |
29.0 |
7 |
- |
5.9 |
|
|
American Tobacco Company |
1.94 |
715 |
- |
- |
- |
- |
1.94 |
716 |
- |
- |
- |
- |
|
|
ICI Americas, Inc. |
0.20 |
152 |
- |
- |
- |
- |
0.20 |
152 |
- |
- |
- |
- |
|
|
Phillip Morris- Park 500 |
1.50 |
559 |
- |
- |
- |
- |
1.50 |
557 |
- |
- |
- |
- |
|
|
Allied (Chesterfield) |
51.00 |
1207 |
- |
- |
- |
- |
51.00 |
1207 |
|
- |
- |
- |
|
|
Allied (Hopewell) |
150.00 |
2500 |
- |
- |
- |
- |
150.00 |
2500 |
- |
- |
- |
- |
|
|
Hopewell Regional WTF |
34.08 |
12507 |
44.0 |
- |
- |
4.8 |
34.08 |
12507 |
44.0 |
- |
- |
4.8 |
|
|
Petersburg STP |
15.00 |
2804 |
22.4 |
- |
- |
5.0 |
15.00 |
2804 |
22.4 |
- |
- |
5.0 |
|
|
TOTAL |
353.19 |
30328 |
|
|
|
|
358.59 |
39349 |
|
- |
|
|
|
1NH3-N values represent ammonia as nitrogen.
2Dissolved oxygen limits represent average minimum allowable levels.
3Richmond STP's BOD5 is permitted as CBOD5
|
TABLE B7 - WASTE LOAD ALLOCATIONS FOR THE YEAR 1990 |
||||||||||||
|
|
SUMMER (June-October) |
|
WINTER (November-May) |
|||||||||
|
FLOW (mgd) |
CBOD5 |
NH3-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.