AOX
kg/
day
(
max
value)
limit
190
limit
419
limit
419
Effluent
flow
MGD
(
average)
1995
estima
Jan
135
276
250
9
10
13
213,629
Feb
108
276
242
12
7
12
Mar
94
290
198
8
14
10
Apr
83
189
178
14
10
9
2002
May
77
184
141
10
10
6
2003
Jun
69
147
138
8
7
8
2004
Jul
71
135
128
8
7
7
Aug
145
168
115
8
10
8
Sep
135
135
151
4
6
9
color
Oct
178
116
94
11
8
7
Nov
167
153
91
12
8
4
2002
Dec
257
203
79
12
9
9
2003
2004
Color
limit
190
limit
419
limit
419
Jan
135
276
250
Feb
108
276
242
Mar
94
290
198
Apr
83
189
178
May
77
184
141
Jun
69
147
138
Jul
71
135
128
Aug
145
168
115
Sep
135
135
151
Oct
178
116
94
Nov
167
153
91
Dec
257
203
79
imated
AOX
load
kg/
y
historical
loads
(
kg/
yr)
33,371
33371
17,478
17478
7,468
7468
337,420
337420
340,788
340788
380,305
380305
OPERATION
MONITORING
REPORT
PERMIT
NUMBER
LOCATION
DESCRIPTION
GA
0049336
OO1­
FINAL
EFFLUENT­
TREATED
PROCESS
WEYERHAEUSER
COMPANY
DATE
YR
MO
DA
WASTEWATER
FROM
STABILIZATION
P.
O.
BOX
238
BEGIN
02
04
01
BASIN
TO
FLINT
RIVER
OGLETHORPE,
GA.
31068
END
02
04
30
LOCATION
CODE
OO1
OO1
OO1
OO1
OO1
OO1
OO1
PARAMETER
CODE
50050
310
310
530
530
400
80
PARAMETER
EFFLUENT
BOD5
BOD5
TSS
TSS
pH
COLOR
AOX
NAME
FLOW
&
UNITS
MGD
MG/
L
LBS/
DAY
PPM
LBS/
DAY
UNITS
PCU
KG/
DAY
TYPE
OF
SAMPLE
INST
COMP­
24
COMP­
24
COMP­
24
COMP­
24
GRAB
COMP­
24
FREQ
OF
ANALYSIS
CONTIN
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
LIMITS
AVG
9652
AVG
10388
MIN
6.0
AVG
190.5
MAX
23072
MAX
23968
MAX
9.0
DATE
1
14.54
46.00
5,578
46.0
5,578
7.83
975
80.8
2
14.23
40.70
4,830
46.0
5,459
7.81
975
83.4
3
14.81
43.40
5,360
49.5
6,114
7.85
1020
76.4
4
14.05
42.75
5,009
51.5
6,035
7.85
1000
74.0
5
13.49
45.00
5,063
55.5
6,244
7.88
1035
67.9
6
13.83
52.00
4,844
49.5
5,709
7.90
1040
65.7
7
13.51
36.00
4,056
50.5
5,690
7.90
1025
65.0
8
13.10
42.40
4,632
52.0
5,687
7.86
1150
67.0
9
14.16
40.60
4,795
52.5
6,200
7.86
1090
68.4
10
13.79
44.10
5,072
52.0
5,980
7.88
1150
74.7
11
14.44
44.90
5,407
58.5
7,045
7.83
1180
68.0
12
14.28
44.40
5,288
61.0
7,265
7.85
1150
59.3
13
14.47
44.60
5,382
47.0
5,672
7.83
1175
64.9
14
14.30
41.25
4,919
52.5
6,261
7.82
1250
63.6
15
15.36
36.30
4,650
47.5
6,085
7.75
1125
69.0
16
14.80
37.30
4,604
56.5
6,974
7.79
1125
67.2
17
14.44
35.25
4,245
59.0
7,105
7.84
1150
66.3
18
13.83
32.50
3,749
61.0
7,036
7.74
1100
66.4
19
14.92
33.70
4,193
68.5
8,524
7.76
1070
62.2
20
14.60
32.30
3,933
52.5
6,393
7.80
1020
60.4
21
14.36
32.70
3,916
54.0
6,467
7.85
995
56.0
22
14.32
32.00
3,819
54.5
6,504
7.80
990
53.3
23
14.24
30.25
3,592
54.0
6,413
7.83
975
56.3
24
14.46
27.25
3,286
57.5
6,934
7.72
925
47.9
25
14.76
30.75
3,785
53.5
6,586
7.73
950
51.3
26
14.09
31.00
3,643
70.5
8,284
7.73
900
55.1
27
15.24
29.40
3,737
53.0
6,736
7.72
970
58.7
28
13.85
33.70
3,893
53.3
6,151
7.93
935
55.7
29
14.20
35.50
4,204
58.0
6,869
7.86
965
59.7
30
14.02
35.00
4,092
57.5
6,723
7.82
965
54.1
AVERAGE
VALUE
14.28
37.8
4453
54.5
6491
7.82
1046
63.96
MAXIMUM
VALUE
15.36
52.0
5578
70.5
8524
7.93
1250
83.36
MINIMUM
VALUE
13.10
27.3
3286
46.0
5459
7.72
900
47.91
OPERATION
MONITORING
REPORT
PERMIT
NUMBER
LOCATION
DESCRIPTION
GA
0049336
OO1­
FINAL
EFFLUENT­
TREATED
PROCESS
WEYERHAEUSER
COMPANY
DATE
YR
MO
DA
WASTEWATER
FROM
STABILIZATION
P.
O.
BOX
238
BEGIN
03
04
01
BASIN
TO
FLINT
RIVER
OGLETHORPE,
GA.
31068
END
03
04
30
LOCATION
CODE
OO1
OO1
OO1
OO1
OO1
OO1
OO1
PARAMETER
CODE
50050
310
310
530
530
400
80
PARAMETER
EFFLUENT
BOD5
BOD5
TSS
TSS
pH
COLOR
AOX
NAME
FLOW
&
UNITS
MGD
MG/
L
LBS/
DAY
PPM
LBS/
DAY
UNITS
PCU
LBS/
DAY
TYPE
OF
SAMPLE
INST
COMP­
24
COMP­
24
COMP­
24
COMP­
24
GRAB
COMP­
24
FREQ
OF
ANALYSIS
CONTIN
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
LIMITS
AVG
9652
AVG
10388
MIN
6.0
AVG
419.1
MAX
23072
MAX
23968
MAX
9.0
DATE
1
9.43
24.75
1,946
46.0
3,618
7.99
700
2
9.46
39.30
3,101
53.0
4,182
7.86
700
3
9.42
37.00
2,907
46.5
3,653
7.82
750
4
8.60
35.30
2,532
51.3
3,679
7.87
700
5
8.52
35.80
2,544
48.7
3,460
7.87
700
6
8.63
35.10
2,526
58.0
4,175
7.84
720
7
7.77
34.50
2,236
53.5
3,467
7.86
750
180.1
8
7.81
34.00
2,215
42.5
2,768
7.78
730
9
11.69
33.25
3,242
37.5
3,656
7.81
730
10
10.95
30.75
2,808
39.4
3,598
7.86
750
11
11.31
29.25
2,759
41.6
3,924
7.85
775
12
10.72
35.25
3,152
46.7
4,175
7.81
800
13
10.36
34.20
2,955
44.5
3,845
7.80
850
14
10.81
35.70
3,219
44.0
3,967
7.80
780
189.3
15
10.96
31.50
2,879
47.5
4,342
7.76
780
16
9.23
30.30
2,332
41.9
3,222
7.79
760
17
7.66
35.50
2,268
43.2
2,757
7.81
830
18
6.01
33.00
1,654
45.6
2,286
7.82
800
19
5.92
37.00
1,827
45.0
2,222
7.81
825
20
9.94
41.50
3,440
47.0
3,896
7.82
825
21
10.10
36.70
3,091
45.0
3,791
7.83
850
151.6
22
10.44
39.20
3,413
46.0
4,005
7.79
815
23
11.05
43.70
4,027
45.0
4,147
7.89
815
24
10.32
44.70
3,847
51.5
4,433
7.81
845
25
10.40
44.70
3,877
49.5
4,293
7.88
850
26
9.82
47.00
3,849
52.8
4,324
7.89
800
27
10.00
48.00
4,003
59.5
4,962
7.85
825
28
9.81
45.75
3,743
57.1
4,672
7.88
875
180.0
29
10.33
48.00
4,135
61.5
5,298
7.77
860
30
9.91
48.90
4,042
45.5
3,761
7.80
865
AVERAGE
VALUE
9.58
37.7
3008
47.9
3826
7.83
789
175.25
MAXIMUM
VALUE
11.69
48.9
4135
61.5
5298
7.99
875
189.30
MINIMUM
VALUE
5.92
24.8
1654
37.5
2222
7.76
700
151.60
OPERATION
MONITORING
REPORT
PERMIT
NUMBER
LOCATION
DESCRIPTION
GA
0049336
OO1­
FINAL
EFFLUENT­
TREATED
PROCESS
WEYERHAEUSER
COMPANY
DATE
YR
MO
DA
WASTEWATER
FROM
STABILIZATION
P.
O.
BOX
238
BEGIN
04
04
01
BASIN
TO
FLINT
RIVER
OGLETHORPE,
GA.
31068
END
04
04
30
LOCATION
CODE
OO1
OO1
OO1
OO1
OO1
OO1
OO1
PARAMETER
CODE
50050
310
310
530
530
400
80
PARAMETER
EFFLUENT
BOD5
BOD5
TSS
TSS
pH
COLOR
AOX
NAME
FLOW
&
UNITS
MGD
MG/
L
LBS/
DAY
PPM
LBS/
DAY
UNITS
PCU
LBS/
DAY
TYPE
OF
SAMPLE
INST
COMP­
24
COMP­
24
COMP­
24
COMP­
24
GRAB
COMP­
24
FREQ
OF
ANALYSIS
CONTIN
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
DAILY
LIMITS
AVG
9652
AVG
10388
MIN
6.0
AVG
419.1
MAX
23072
MAX
23968
MAX
9.0
DATE
1
9.74
53.80
4,370
69.0
5,605
7.84
855
2
7.02
53.60
3,138
70.0
4,098
7.78
875
3
6.83
54.30
3,093
73.5
4,187
7.83
900
4
6.39
56.40
3,006
75.0
3,997
7.82
900
5
8.09
54.00
3,643
79.3
5,350
7.81
925
141.7
6
10.23
53.10
4,530
84.3
7,192
7.84
775
7
10.23
52.10
4,445
81.7
6,970
7.80
925
8
9.84
50.40
4,136
88.0
7,222
7.82
900
9
9.44
53.00
4,173
75.0
5,905
7.83
900
10
8.80
61.40
4,506
93.5
6,862
7.77
930
11
8.46
48.90
3,450
94.2
6,646
7.76
720
12
9.07
57.10
4,319
84.2
6,369
7.80
950
196.7
13
10.93
55.50
5,059
64.2
5,852
7.85
950
14
10.91
55.40
5,041
60.0
5,459
7.79
975
15
10.07
57.90
4,863
65.1
5,467
7.78
950
16
9.56
55.50
4,425
60.0
4,784
7.83
930
17
9.32
61.00
4,741
63.5
4,936
7.83
910
18
9.77
61.10
4,979
68.5
5,582
7.82
945
19
9.24
61.30
4,724
62.5
4,816
7.86
965
208.1
20
9.55
59.20
4,715
66.4
5,289
7.82
925
21
9.33
57.80
4,498
66.4
5,167
7.85
975
22
10.34
48.40
4,174
73.0
6,295
7.92
900
23
10.91
57.30
5,214
60.0
5,459
7.85
900
24
11.47
66.50
6,361
92.0
8,801
7.80
940
25
9.44
51.70
4,070
63.6
5,007
7.79
895
26
9.36
49.80
3,888
62.0
4,840
7.78
945
163.9
27
9.55
49.60
3,950
58.0
4,620
7.78
945
28
9.72
50.00
4,053
61.0
4,945
7.81
890
29
11.67
49.50
4,818
61.5
5,986
7.79
900
30
9.42
50.80
3,991
70.7
5,554
7.78
925
AVERAGE
VALUE
9.49
54.9
4344
71.5
5662
7.81
911
177.58
MAXIMUM
VALUE
11.67
66.5
6361
94.2
8801
7.92
975
208.07
MINIMUM
VALUE
6.39
48.4
3006
58.0
3997
7.76
720
141.69
