TITLE 9. ENVIRONMENT
REGISTRAR'S NOTICE: The State Water Control Board is claiming an exemption from the Administrative Process Act in accordance with § 2.2-4006 A 3 of the Code of Virginia, which excludes regulations that consist only of changes in style or form or corrections of technical errors. 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 9VAC25-720-60).
Statutory Authority: § 62.1-44.15 of the Code of Virginia; 33 USC § 1313(e) of the Clean Water Act.
Effective Date: June 23, 2021.
Agency Contact: Valerie Rourke, Department of Environmental Quality, 1111 East Main Street, Suite 1400 P.O. Box 1105, Richmond, VA 23218, telephone (804) 698-4158, FAX (804) 698-4178, or email valerie.rourke@deq.virginia.gov.
Summary:
The amendment corrects an erroneous permit number for a discharger.
9VAC25-720-60. James River Basin.
EDITOR'S NOTE: Subsection A, Tables B1 through B4, and Tables B6 and B7 of 9VAC25-720-60 are not amended; therefore, that text is not set out.
B. Stream segment classifications, effluent limitations including water quality based effluent limitations, and wasteload allocations.
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
|
VDBHDS 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 VA0060364
|
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
|
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.
|
EDITOR'S NOTE: Subsection C of 9VAC25-720-60 is not amended; therefore, the text of that subsection is not set out.
VA.R. Doc. No. R21-6760; Filed April 28, 2021