WASTE SOURCE AND WATER QUALITY STUDIES
MOBILE RIVER AND TRIBUTARIES
MOBILE, ALABAMA
EPA-904/9-74-005
February 1974
Environmental Protection Agency
Surveillance and Analysis Division
Athens, Georgio
-------
APPENDIX D
EXCERPTS FROM ALABAMA WATER QUALITY CRITERIA
-------
APPENDIX D
EXCERPTS FROM ALABAMA WATER QUALITY CRITERIA
Fish and Wildlife
Best Usage of Waters: Fishing, propagation of fish,
aquatic life and wildlife and any other usage except for
swimming and water-contact sports or as a source of water
supply for drinking or food - processing purposes.
Conditions Related to Best Usage: The waters will be
suitable for fish, aquatic life and wildlife propagation.
The quality of salt and estuarine waters to which this
classification is assigned will also be suitable for the
propagation of shrimp and crabs.
Items Specifications
1. Sewage, industrial wastes or None which are not effectively
other wastes treated in accordance with
Section VI of these criteria.
2. pH Sewage, industrial wastes or other
wastes shall not cause the pH to
deviate more than one unit from the
normal or natural pH nor be less than
6.0 nor greater than 8.5. For salt
waters and estuarine waters to which
this classification is assigned,
wastes as herein described shall not
cause the pH to deviate more than one
unit from the normal or natural pH nor
be less than 6.5 nor greater than 8.5.
3. Temperature The maximum temperature rise above
natural temperatures before the addition of
artificial heat shall not exceed 5°F in
streams, lakes, and reservoirs nor shall
the maximum water temperature exceed
90°F, except that in the Tennessee River
Basin and portions of the Tallapoosa
River Basin which have been designated
by the Alabama Department of Conservation
as supporting smallmouth bass, sauger, and
walleye, the temperature shall not exceed
86°F. In lakes and reservoirs, there
shall be no withdrawals from or discharge
of heated waters to the hypolimnion
unless it can be shown that such discharge
D-l
-------
3. Temperature (continued)
4. Dissolved Oxygen
will be beneficial to water quality. In
all waters the normal daily and seasonal
temperature variations that were present
before the addition of artificial heat
shall be maintained.
The discharge of any heated wastes
into any coastal or estuarine waters
shall not raise water temperatures more
than 4°F above natural during the
period October through May nor more than
1.5°F above natural for the months June
through September. There shall be no
thermal block to the migration of
aquatic organisms.
In the application of temperature criteria
referred to above, temperature shall be
measured at a depth of 5 feet in wateirs
10 feet or greater in depth; and for
those waters less than 10 feet in depth,
temperature criteria will be applied at
mid-depth.
For a diversified warm water biota,
including game fish, daily dissolved oxygen
concentrations shall not be less than
5 mg/1 at all times, except under
extreme conditions due to natural causes
it may range between 5 mg/1 and 4 mg/1 ,
provided that the water quality is favorable
in all other parameters. The normal
seasonal and daily fluctuations shall
be maintained above these levels. In
no event shall the dissolved oxygen
level be less than 4 mg/1 due to discharges
from existing impoundments. All new
impoundments shall be designed so th^t
the discharge will contain at least 5 mg/1
dissolved oxygen where practicable and
technologically possible. The Environ-
mental Protection Agency in cooperation
with the State of Alabama and parties
responsible for impoundments, shall
develop a program to improve the design of
existing facilities.
In coastal waters surface dissolved
oxygen concentrations shall not be less
than 5 mg/1 except where natural
phenomena cause the value to be depressed.
D-2
-------
Dissolved Oxygen (continued)
Toxic substances
attributable to sewage,
industrial wastes, or
other wastes.
Taste, odor and color
producing substances
attributable to sewage,
industrial waste, and
other wastes
In estuaries and tidal tributaries
dissolved oxygen concentrations shall not
be less than 5 mg/1 except in dystrophic
waters or where natural conditions cause
the value to be depressed.
Only such amounts, whether alone or in
combination with other substances as will
not be injurious to fish and aquatic life
including shrimp and crabs in estuarine
and salt waters or adversely affect the
propagation thereof; impair the
palatability or marketability of fish
and wildlife or shrimp and crabs in
estuarine and salt waters; unreasonably
affect the aesthetic value of waters for
any use under this classification.
Only such amounts, whether alone or in
combination with other substances as will
not be injurious to fish and aquatic life
including shrimp and crabs in estuarine
and salt waters or adversely affect the
propagation thereof; impair the
palatability or marketability of fish
and wildlife or shrimp and crabs in
estuarine and salt waters; unreasonably
affect the aesthetic value of waters for
any use under this classification.
Bacteria
Bacteria of the fecal coliform group
shall not exceed a geometric mean of
1,000/100 ml on a monthly average value;
nor exceed a maximum of 2,000/100 ml
in any sample.
Radioactivity
The geometric mean shall be calculated
from no less than five samples collected
at a given station over a 30-day period
at intervals not less than 24 hours.
The membrane filter counting procedure
will be preferred, but the multiple
tube technique (five-tube) is acceptable.
The concentrations of radioactive
materials present shall not exceed the
radiation protection guides recommended
by the Criteria and Standards Division,
Office of Radiation Protection, EPA
(formerly Federal Radiation Council).
D-3
-------
9. Turbidity There shall be no turbidity of other
than natural origin that will cause
substantial visible contrast with the
natural appearance of waters or inter-
fere with any beneficial uses which they
serve. Furthermore, in no case shall
turbidity exceed 50 Jackson units above
background. Background will be
interpreted as the natural condition
of the receiving waters without the influence
of manmade or man induced causes. Turbidity
levels caused by natural runoff will be
included in establishing background levels.
Agricultural and Industrial Water Supply
Best Usage of Waters: Agricultural irrigation, livestock
watering, industrial cooling and process water supplies, fish
survival and any other usage, except fishing, bathing recreational
activities including water-contact sports or as source of water
supply for drinking or food-processing purposes.
Conditions Related to Best Usage: The waters, except for
natural impurities which may be present therein, will be suitable
for agricultural irrigation, and livestock watering, industrial
cooling waters and fish survival. The waters will be usable after
special treatment, as may be needed under each particular circumstance,
for industrial process water supplies. The waters will also be
suitable for other uses for which waters of lower quality will be
satisfactory.
Items Specifications
1. Sewage, industrial wastes or None which are not effectively
other wastes.. treated or controlled in accordance
with Section VI of these criteria.
2. pH Sewage, industrial waste or other
wastes shall not cause the pH to
deviate more than one unit from the
normal or natural pH nor be less
than 6.0 nor greater than 8.5.
3. Temperature The maximum temperature rise above
natural temperatures before the
addition of artificial heat shall not
exceed 5°F in streams, lakes, and
reservoirs nor shall the maximum water
temperature exceed 90°F, except that in
the Tennessee River Basin and portions of
D-4
-------
3. Temperature (continued)
4. Dissolved Oxygen
5. Color, odor and taste
producing substances, toxic
substances, and other
deleterious substances,
including chemical compounds,
attributable to sewage,
industrial wastes and
other wastes.
the Tallapoosa River Basin which have
been designated by the Alabama Department
of Conservation as supporting smallmouth
bass, sauger, and walleye, the temperature
shall not exceed 86°F. In lakes and
reservoirs, there shall be no with-
drawals from or discharge of heated
waters to the hypolimnion unless it
can be shown that such discharge will
be beneficial to water quality. In all
waters the normal daily and seasonal
temperature variations that were present
before the addition of artificial heat
shall be maintained.
The discharge of any heated wastes into
any coastal or estuarine waters shall
not raise water temperatures more than
4°F above natural during the period
October through May nor more than 1.5°F
above natural for the months June through
September. There shall be no thermal
block to the migration of aquatic
organisms.
In the application of temperature
criteria referred to above, temperature
shall be measured at a depth of 5 feet in
waters 10 feet or greater in depth; and
for those waters less than 10 feet in
depth temperature criteria will be applied
at mid-depth.
Sewage, industrial waste or other wastes
shall not cause the dissolved oxygen to
be less than 2.0 parts per million as
measured at a depth of five feet in waters
ten feet or greater in depth and at mid-depth
in waters less than ten feet in depth.
Only such amounts as will not
render the waters unsuitable for
agricultural irrigation, livestock
watering, industrial cooling,
industrial process water supply
purposes and fish survival.
D-5
-------
6. Radioactivity
7. Turbidity
The concentrations of radioactive
materials present shall not exceed
the radiation protection guides
recommended by the Criteria and
Standards Division, Office of
Radiation Protection, EPA (formerly
Federal Radiation Council).
There shall be no turbidity of
other than natural origin that will
cause substantial visible contrast
with the natural appearance of waters
or interfere with any beneficial uses
which they serve. Furthermore, in no
case shall turbidity exceed 50 Jackson
units above background. Background
will be interpreted as the natural
condition of the receiving waters
without the influence of manmade or
man induced causes. Turbidity levels
caused by natural runoff will be
included in establishing background
levels.
D-6
-------
Navigation
Best Usage of Waters: Navigation
Conditions Related to Best Usage: Waters will be of a quality
suitable for navigation and any other uses except agricultural
irrigation, livestock watering, industrial cooling, industrial
process, water supply, fish and wildlife propagation, recreational
activities including swimming and skiing, or source of water supply
for drinking or food-processing purposes.
1.
Items
Sewage, industrial wastes
or other wastes.
Specifications
None which are not effectively treated
or controlled to the best practicable
degree.
2. pH
Sewage, industrial wastes or other
wastes shall not cause the normal
or natural pH to be lower than 5.0
nor greater than 9.5.
3. Dissolved oxygen
Sufficient to prevent the development
of an offensive condition.
4. Odor producing substances
Only in such amounts as will not
create an offensive condition.
5. Radioactivity
The concentrations of radioactive materials
present shall not exceed the radiation
protection guides recommended by the
Criteria and Standards Division, Office
of Radiation Protection, EPA (formerly
Federal Radiation Council).
6. Turbidity
There shall be no turbidity of other
than natural origin that will cause
substantial visible contrast with
the natural appearance of waters of
interfere with any beneficial uses
which they serve. Furthermore, in
no case shall turbidity exceed 50
Jackson units above background.
Background will be interpreted as
the natural condition of the receiving
waters without the influence of manmade
or man induced causes. Turbidity
levels caused by natural runoff will
be included in establishing
background levels.
D-7
-------
APPENDIX E
WASTE SOURCE DATA
-------
APPENDIX E-I
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
-------
APPENDIX E-I
MUNICIPAL WASTE SOURCE DATA
MOdlLE RIVER AND TRIBUTARIES
agency
1113S000
primary
S T A T I UN SECONDARY
STATION LOCATION
STATE
MINOR
BASIN
0
15540
C-EFF
Chickasaw cr-chick.
LAGOON EFF
ALABAMA
MOBILE
RIVER
BASIN
u
lbbJO
C-INF
CHICKASAW CR-CHICK.
LAGOON INF
ALAdAMA
MOBILE
RIVER
BASIN
0
lbbbO
tM-EFF
11GHTmile cr stp eff
-PRITCHARU
ALAdAMA
MOBILE
RIVER
BASIN
0
1 bb5U
EM-INF
EIGhTMILE CR SIP INF
-PRITCHARU
ALAbAMA
MOBILE
RIVER
BASIN
u
lbbOU
GS-EFF
T HRt EM ILE CR-GROVER
ST. STP EFF
ALABAMA
MOBILE
RIVER
BASIN
1)
lb4'=iu
OS-INF
THREEMILE cr-gruver
ST. STP INF
ALAdAMA
MOBILE
RIVER
BASIN
u
1
mi-eff
MOb1LE BAY-MCUUF FIE
IS. STP EFF
ALABAMA
MOBILE
RIVER
BASIN
0
lb<»70
MI - INF
MOMILE BAY-MCDUFFIE
IS. STP INF
ALABAMA
MOBILE
RIVER
BASIN
0
1 bb20
TM-EFF
SPRING HR-THRtEMILE
CK STP EFF
ALAbAMA
MOBILE
RIVER
BASIN
u
lbblO
T M-INF
SPRlNb dR-THRtEMILE
CK STP INF
ALABAMA
MOBILE
RIVER
BASIN
-------
APPENDIX E-I
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
PARAMETER
DESCRIPTION
00010
TEMPERATURE ~ WATER (DEGREES CENTIGRADE)
00310
BIOCHEMICAL OXYGEN DEMAND (MG/L. 5 DAY -
20DEG C)
00340
CHEMICAL OXYGEN DEMAND. .25N i\2CR207 (MG/L)
00400
Pi-t (STANDARD UNITS)
0 04 U 3
Ph (STANDARD UNITS) LAB
00410
ALKALINITY. TOTAL (MG/L AS CAC03)
00435
ACIDITY. TOTAL (MG/L AS CAC03)
00500
RESIDUE. TOTAL (MG/L)
00505
RESIDUE. TOTAL VOLATILE (MG/L)
00515
RESIDUE. TOTAL FILTRAbLE (DRIED AT 10iC)
.MG/L
00520
RESIDUE. VOLATILE FILTRABLE (MG/L)
00t>30
RESIDUE. TOTAL NONFILTRABLE (MG/L)
005 35
RESIDUE. VOLATILE NONFILTRABLE (MG/L)
00545
RESIDUE. SETTLEABLE (ML/L)
00610
NITRObFN. AMMONIA. TOTAL (MG/L AS N)
00630
NITRITE PLUS NITRATE. TOTAL 1 DET. (MG/L
AS N)
00635
NITROGEN. AMMONIAi.ORG.. TOTAL 1 DET (MG/L
AS N)
00665
PHOSPHORUS. TOTAL (MG/L AS P)
00680
CARBON, TOTAL ORGANIC (MG/L Ai> C)
009*0
chloride (mg/l as cl>
31505
COLIFORM.TOT.MPN.CONFIRMEU TEST »35C (TUBE
31506)
31615
FECAL COLIFORM.MPN.EC MED»4<+ . 5C (TUBE 316
14)
50050
flow in conduit or thru a treatment plant
(MGD)
50051
Flow nATE INSTANTANEOUS (MGU)
50060
chlorine, total residual img/d
0 0b5U
OIL 6. GREASE (SOXHLET EXTRACTION) TOTAL.REC..MG/L
00720
CYANIDE. TOTAL (MG/L AS CN)
010 2 7
CADMIUM, TOTAL (UG/L AS CD)
0 1 034
CHROMIUM. TOTAL (UG/L AS CR)
0104^
COPPER, TOTAL (UG/L AS CU)
01051
LtAD, TOTAL (UG/L AS PB)
01067
NICKEL, TOTAL (UG/L AS NI)
0 1 092
LINC, TOTAL (UG/L AS ZN)
327?u
PnENOLICS. TOTAL. RECOVERABLE (UG/L)
/lSiOO
MERCUnY. TOTAL (UG/L AS HG)
-------
APPENDIX E-I
MUNICIPAL WASTE SOURCE
DATA
MOBILE RIVER
AND TRIBUTARIES
STATION - c-
INF
CHICKASAW
CR-ChICiv. LAGOON INF MOBILE RIVER
BASIN
MOBILE
STUDY
0 0 0 1 0
00310
003*0
00*00
00*03
00*10
00*3b
WATER
BOD
COU
PH
LAB
T ALK
T ACDITY
TE IP
5 DAY
HI LEVEL
PH
CAC03
CAC03
DATE TIME
date
TIME
CENT
MG/L
MG/L
SU
SU
MG/L
MG/L
7 30b 18
11*0
^5.0
6.7
730618
1**0
?*.b
b.2
730618
lBlO
2*.5
6. b
730619
0810
2*.0
7.*
730618 1000
(C)730619
1000
1*0.0
721
6.3
86
300
730619
1100
25.5
7.5
730619
1*10
£b . 5
6.7
730620
1 0*5
2*. 5
6.0
7 3 Oo19 llOO
(C)7306^0
1100
137.0
7*3
6.5
85
30
7 3 0 o 1 b
MUMrtt"
7
2
2
7
2
2
2
MAX I Mi .M
2b. 5
1*0.0
7*3
7 . b
6.5
86
300
MINI MUM
2* . 0
137.0
721
6.0
6.3
85
30
LOG MEAN
2*.8
1 38 • b
732
6.7
6 . *
85
95
730620
00^00
OObOb
0 Ob 1 b
00520
00530
00535
005*5
RESIDUE
KtSlOUE
RESIDUE
RESIDUE
RESIDUE
RESIDUE
RESIDUE
total
TOT VOL
UlSS-lOb
VOL FLT
TOT NFLT
VOL NFLT
SETTLBLE
IJATE TIME
Oa TE
T 1 ME
MG/L
MG/L
C MG/L
MG/L
MG/L
MG/L
ML/L
7 306 18 1O00
(C)730619
1000
878
6*7
*0*
233
*7*
* 1 4
7.0
730619 1100
(C)730620
1 100
319
1*2
lba
0
161
1*2
5.0
730618
NU'lrjErV
£.
2
2
2
2
2
2
^ A X I lllJM
878
6*7
*0*
233
* 7 *
*1*
7.0
i'INIMUM
314
1*2
158
0
161
1*2
5.0
1.0G I'll. AN
529
303
^b3
0
276
2*2
b . 9
730:d20
00610
00630
0063b
00665
00680
009*0
50050
NH3-N
N02&N03
NH3t.ORG
PHOS-TOT
T ORG C
CHLORIDE
CONOUIT
TOTAL
N-TOT AL
N-TOTAL
C
CL
FLOW
DATl TIME
DATE
T I ME
Mb/L
MG/L
MO/L
MG/L P
MG/L
MG/L
MGO
/ 30o18 1000
(C)730619
1000
*.90
0.02
9.60
9.00
81.0
39.0
0 .860
7 3 0 o 1 9 1100
(C)730620
1 100
11.00
0.01»\
11.80
8.00
38. 0
3*. 0
0 .860
730 n18
2
2
2
2
2
2
2
MAX IMUM
11.00
0. 02
11.80
9.00
81.0
39.0
0.860
M I N I MUM
*.90
0.01*
9.60
8.00
38.0
3*.U
0.860
LOG MEAN
7.3*
0 . 0 1
10.6*
8 . *9
Db . 3
36.*
0.860
730o20
-------
APPEND IX E-1
MUNICIPAL WASTE
SOURCE DATA
MOBILE
RIVER AND
TRIBUTARIES
STATION - C-
EFF
CHICKASAW
CR-CHICK. LAGOON EFF
MOBILE RIVER
BASIN
MOBILE
STUDY
0001 0
00310
00340
00400
00403
00410
00435
00500
WATER
bOD
COD
PH
LAB
T ALK
T ACDITY
RESIDUE
TEMP
b DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
DuTh TIME
DA Tt
T I ME
CENT
MG/L
MG/L
SU
SU
MG/L
MG/L
MG/L
7 30618
1 0 30
30.0
8.7
730618
1430
33.5
9.9
730618
1 80 0
33.0
10.3
730619
0800
29. 0
9.9
730618 1030
(C)730619
10 30
12.0
163
9.5
4b
0
238
730619
1 loO
29.b
8.6
/3 0619
1400
31.0
9.1
730620
1030
28.0
7.1
730019 1100
(C)t30620
1100
16.0
79
9.8
51
0
73 o 61 a
NUMnEW
7
2
2
7
2
2
2
2
MAX I MUM
33.5
16.0
163
10.3
9.8
51
0
238
MINIMJM
28.0
12.0
79*
7.1
9.5
4b
0
222
LOG MEAN
30.5
13.9
113
9.0
9.6
48
0
230
r J0b«eo
L/a Tt
TIME
ua rt
TIME.
OODUb
RESIDUE
TOT VOL
MG/L
OOr^lb
RESIDUE
L' I SS- 1 Ot
C MG/L
0 0520
RESIDUE
VOL FLT
MG/L
00b30
RESIDUE
TOT NFL T
MG/L
00535
RESIDUE
VOL NFLT
MG/L
0054b
RESIDUE
SETTLtJLE
ML/L
00610
NH3-N
TOTAL
MG/L
00630
N02&N03
N-TOTAL
MG/L
7 3 0 o 1 6 1030 10 730619 1030
7 30619 1100 (CWJ0620 110U
86
b9
123
1 09
86
3b
15
33
IK
24
O.bK
0 .5K
4.60
<>.0b
0.01
0.01K
7j'ir>lb
I MlJM
I (M I Mi M
I.OG
7 3 (J otU
2
bb
b9
71
2
189
123
lb2
2
bb
35
bb
2
33
15
22
d
24
IK
5
2
O.bK
0 .bK
O.b
2
. bO
,05
,3 d
d
0.01
0.01K
0.01
u.. Tt
r i me
UaTE
T I Mt
0063b
NriJfcORG
N-TOTAL
MG/L
0 06ob
PHOS-TO T
MG/L P
00680
T ORG C
C
MG/L
00940
CHLORIDE
CL
MG/L
315U5
TOT COL I
MPN CONF
/1U0ML
31615
FEC COL I
MPNECMED
/1OOML
b0050
CONDUIT
FLO*
MGD
7 3 ij 0 1 b
1 0 3iJ
490000
330000
7 3ob18
1 <~ 3i)
1 3000
3300
7 3 o o 1 8
1 8 0 IJ
1 1000
900
73 0619
0800
110000
7400
(C)730619
1 0 3 U
6.0b
<~ • 60
31.0
34.0
0 . 860
7 30619
1 10 0
54 0 0 0 0
79000
730619
1*00
140000
20000
730620
1030
170000
79000
(C)730620
1 loo
5.0b
1 .'~O
26.0
50 .0
0 .860
7306 18
MU'-I 'tl<
MAX 1 MUM
"! I N I MUM
LOG MEAN
730o20
2
6.0b
5.Ob
b.o3
d
t.bO
1 ,<»0
2. 54
d
31 .0
26. 0
d 8.4
2
50.0
34 .0
41.2
7
540000
1 1000
99665
330000
900
19034
2
0.860
0 .860
0 .860
-------
APPfc.NL) I X E- I
MUNICIPAL WASTE SOURCE DATA
MObILE RIVER AND TRIBUTARIES
STAT ION - tM-INF
tIGHTMILE CR SIP INF-PR IFCHARD MOBILE RIVER BASIN
MOBILE STUDY
00010
00310
0 0 340
00400
00403
00410
00435
00500
WATER
BOD
COD
PH
LAB
T ALK
T ACDITY
RESIDUE
IEMP
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
DaTE TIME
date
T I ME
CENT
MG/L
Mb/L
SU
SU
MG/L
MG/L
MG/L
7 Jo61d
1300
26.0
7.3
7 306 18
164 0
26.5
7.0
7 3Ub19
0740
25.0
7.1
7 JOo1d 130U
(C) 7 30619
1300
135.0
710
7.0
134
32
488
730619
1500
26. 0
6.7
730619 1 SO 0
(C) 7 30b^0
1500
13d.0
3^7
6.9
107
28
442
7 30620
1 b 0 0
2b . 0
6.0
7 J (Jo 1 6
NJM4ER
5
2
2
5
2
2
2
2
MAXIMUM
26.5
13d. 0
710
7.3
7.0
1 34
32
488
minimum
23. 0
135.0
347
6.0
6.9
107
28
442
log mean
25.9
136.5
496
b.d
6.9
120
30
464
7 30*-20
0050^
00515
00520
00530
00535
00545
00610
RESIDUE
RESIDUE
hESIDUE
RES IDUL
RESIDUE
RESIDUE
NH3-N
TOT VOL
DISS-105
VOL FLT
TOT NFL T
VOL NFL T
SETTLBLE
TOTAL
UA Tt TI ME
DA IE
T I ME
Mb/L
C MG/L
MG/L
MG/L
MG/L
ML/L
MG/L
73Ubld 1300
(L)7 306 19
1 300
225
3 1 d
92
1 70
133
5.0
21.70
730619 1300
(C)7306^0
1500
116
350
61
92
55
4.0
16.80
7 3061d
NUMdER
2
2
2
2
2
2
2
MAX I Ml IM
225
350
92
170
133
5.0
21.70
MINIMUM
1 lb
3 1 d
61
92
55
4.0
16.80
LOG Mt '>N
lb2
334
75
125
Bb
4.5
19.09
730t>20
00b30
00b3z>
0 0bb5
006d0
00940
50050
50051
N02S.N03
NH3&ORG
"hOS-Tof
T ORG C
CHLORIDE
CONDUIr
FLOW
N-TOT AL
N-TOTAL
C
CL
FLOW
RATE
DATE TIME
date
T I ME
Mb/L
MG/L
MG/L P
Mb/L
Mb/L
MGD
INST MGD
7 30b 1 8
1 3u0
1.4 70
73061b
1640
2.030
730619
0 7*0
1 .330
730b 1 d 1300
(C)730619
1300
0.1b
21 .30
16.70
94 .0
42.0
1 .340
730619
1 5u 0
2.030
7 3 Ob 19 1500
(C)730620
1500
0.01
lb.bO
10.70
d4 . 0
100.OK
1 .920
7 30 h 1 d
NUMi; E R
2
2
2
2
2
2
4
MUM
0.1b
21.30
1 b . 70
94.0
12.0
1 .920
2.030
MINI MUM
0.01
16.60
10.70
d4 . 0
42. OK
1 .34 0
1 .330
1 OG Mr! AN
7 j r. ^ , i
c
c
*
1 d . d u
13.37
Hd.9
b4 . d
1 .6lit
1.685
-------
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STftTION - EM
-EFF
EIGHTMILE cr
STP EFF-
PRITCHARD
MOBILE RIVER
BASIN
MOBILE
STUDY
0001 0
00310
00340
00400
00403
00410
00435
00500
00505
WATEk
BOU
COD
PH
LAB
T ALK
T ACUITY
RESIDUE
RESIDUE
TEMP
b DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
LmTE TIME
UA r l
T I ME
CENT
Mb/L
MG/L
SU
SU
MG/L
MG/L
MG/L
MG/L
7 3(l'-> 1 8
1310
27.0
6. 7
73(1618
1650
28. 0
7.0
730619
0730
25.0
3.3
7 3Ub1 a 1 J 10
(O 730619
1300
30 . 0
140
4.2
72
21
337
133
730619
1 bOO
27.5
6.9
730620
1 4 4 u
26.5
6.2
7 30 b19 lbOO
(C)730620
loOO
64.0
158
6.9
B4
22
366
160
7 3ub18
(M Uh) t,
'¦;#* inuM
MINI M'jM
LOG MfiN
730b20
b
28. 0
2b.o
2b.8
2
64.0
30.0
43.a
2
lbB
140
149
b
7.0
3.3
5.a
2
6.9
4.2
b . 4
2
84
72
70
2
22
21
21
2
366
337
351
2
160
133
146
DATt
TIME
OA It
T I ME
00515
RESIDUE
uISS-1Oo
C MG/L
0 0 b 2 0
wESIuUE
VOL (-LT
MG/L
0 Ob 3 0
RESIDUE
ruT nflt
Mb/L
00b3b
RESIDUE
VOL NKLT
Mb/L
0 Obtb
RESIDUE
SETTLBLE
ML/L
00610
NH3-N
TOTAL
Mb/L
00630
N02&N03
N-TOTAL
MG/L
00635
NH3t»ORG
N-TOTAL
MG/L
730618
7 30 b 1 9
1 J10
1 buO
(0730619 lJJU
( C ) 7 JUbdO 1 o(j U
31-
329
110
137
2 3
3 7
23
23
0.5K
0.6
1 b • b 0
13.00
1.10
2.6b
16.bO
14 .ao
7 j()o 1 a
l'4 U '-5 « E K
M A A IMi;M
11 1 N I M U .A
LOb 11 u i j
73ufa^0
2
329
314
321
2
137
1 1 0
123
2
37
23
29
i.
23
23
23
2
0.6
0.5*
O.b
2
lb.60
13.00
14.24
2
S. 10
2.6b
3.68
2
16.50
14.80
lb.63
u<. Tl
r i me
0 066^
PHOb-TOT
73(it 1 b
N i )' 5 iKk
r-1 A A I '*11JM
I 1 1NI MUM
LOG ME-N
7 3 0 o d 0
U 0 6 b 0
T l.wij C
L
00940
ChLOkluE
CL
3 1 bo b
ror col I
MPN COUF
31615
FEC COL I
MPNECMED
bOObO
CONUUIT
FLOW
bOOb 1
FLO*
RATE
50060
CHLORINE
TUT RESO
0 4 rt
T 1 ML
MG/L H
Mb/L
MG/L
/1OOML
/1OOML
MbO
INST MGL)
MG/L
7 jub 1 b
1310
1100
200*
1.470
3.0 0
13 o b 1 a
1 DUO
bOO
200*
1 . 330
7 30b1d
1 bbo
1100
200
2.030
3. bO
73Ubl9
0 730
2 0 K
20*
1 .330
30.00
7 311 b 1 9
0930
23 J
50
1 .900
2.00
/ 3 U o 1 9
1 1 Jil
790
bO
1 .540
2.00L
(C)/3Ub19
1300
13.80
*2.0
DM . 0
1 . 34 0
7 3 0 6 19
1 bUO
2. 030
1 .bO
7 3Ub^U
UVJU
24000
<;auo
3.400
2.00
7 3 u 6 d 0
1 1 3 u
79 OU
80
2.200
2.00
7 3 U 6 21)
1 330
3b 0 0 u
1 80 0
2.600
1 . bO
/ JObdO
1 4tU
4900
4bO
1 .bO
(C) / 3Ub^0
1 bOO
1 1 .90
o 1 . 0
38. 0
1 .920
c
2
2
1 u
10
2
10
10
13 • a o
61.0
r>8 . 0
35000
2800
1 .920
3.400
30.00L
1 1 .90
42 . J
3b. U
£ 0 K
2U*
1 . 3 4 u
1 .330
1 .bO
12.81
bO .6
<+b . 9
1533
1 9^
1.604
1 .099
-------
ENDIX E-I
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATIUN - GS-INF
ThREEMILE CR-GROVER ST. STP INF MOBILE RIVER BASIN
MOBILE STUDY
OaTE
time
DATE
TIME
730618 084b
73u618 1 b35
73u618 1830
73U619 0900
7 30620 0400
7 30 o19 0900 20 0900
730621 084b
7 30620 0900 (CI730621 0900
730621 1330
730622 0800
730621 0900 (0730622 0900
00010
WATER
TEMP
CENT
25.5
26.5
26.b
26.0
25.b
2b.5
27.0
25.5
00310
BOD
b DAY
Mo/L
290.0
185.U
00340
COD
HI LEVEL
MG/L
490
276
442
00400
PH
SU
7.4
7.1
6.9
7 . b
6.5
7.2
9.6
7.0
00403
LAB
PH
SU
7.0
7.2
7.2
00410
T ALK
CAC03
MG/L
158
142
1 70
00435
T ACOITY
CAC03
MG/L
30
19
25
00500
RESIDUE
TOTAL
MG/L
461
452
536
7 30 6 18
NUMrct R
MAX I MUM
M I N I Mi)M
LOG
73U622
8
27.0
25.5
26. 0
2
290.0
185.0
231 .6
3
490
276
391
8
9.6
6.5
7.4
3
7.2
7.0
7.1
3
170
142
156
3
30
19
24
3
536
452
482
0050b
00515
00520
00530
00535
00545
00610
RESIDUE
RES 1 DUE
RESIDUE
RESIDUE
RESIDUE
RESIDUE
NH3-N
TOT VUl
DISS-lOb
VOL FLT
TOT NFLT
VOL NFL T
SETTLBLE
total
DATE TIME
DATE
TIME
MG/L
C MG/L
MG/L
MG/L
MG/L
ML/L
MG/L
730619 0 9 0 0
(C)730620
0900
1 e>2
402
119
59
43
11.0
23.50
7 30b20 0900
(C) 7 306c: 1
0900
207
380
169
72
38
6.0
22.50
730621 0900
(C)730622
0900
196
424
129
112
67
8.0
22.00
730olb
NUMnt K
3
J
3
3
3
3
3
hAX 1 M' iM
207
424
169
1 12
67
11.0
23.50
MINI MUM
162
380
119
59
38
6.0
22.00
LOG MKuN
187
402
137
7 «
48
8.1
22.66
730622
00630
00635
00665
00680
00940
50050
50051
N026.N03
NH3&0RG
PHOS-TOT
T ORG C
CHLORIDE
CONDUIT
FLOW
N-TOTAL
N-TOTAL
C
CL
FLOW
RATE
DuTE TIit
DATE
T I ME
MG/L
MG/L
MG/L P
MG/L
MG/L
MGD
INST MGC
730619
0900
1 .500
730620
0900
1 .bOO
7 30o19 0900
(C)730620
0900
0.01*
23.30
O
o
n
115.0
53.0
1 .420
730621
0845
1 .dOO
7 30620 0900
(C)730621
0900
O.OlK
22.00
13.00
75.0
44 .0
1.470
7J0b<-l
1330
1 . f 00
730622
0800
1 .000
7 3 01) 2 1 0900
(C)730622
0900
O.OlK
26.00
12.20
56.0
1 . 340
7 3u t> 1 8
NlJMbEK
J
3
3
2
3
3
5
MA KI MUM
O.OlK
26.00
15.00
115.0
56.0
1 .470
1 .700
MINIMUM
O.OlK
22.00
12.20
75.0
44.0
1 .340
1.000
LOG MEAN
0.01
23.71
13.35
92.9
50. 7
1 .409
1.418
730622
-------
APPENDIX E-I
SI A TI ON - GS-EFF
MUNICIPAL
WASTE SOURCE
DATA
MObiLt' RIVEH AND TRIBUTARIES
i-EFF
THHEEMILE cr
-GROvER
ST. STP EFF
MOBILE RIVER
BASIN
MOBILE
STUDY
0U01 0
0031 0
00340
004U0
00403
0041 0
00435
00500
00505
WATER
ttUU
CUL)
PH
LAH
T ALK
T ACUITY
RESIDUE
RESIDUE
TEMP
o DAY
n 1 LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
date
TIME
CENT
MG/L
MG/L
SU
SU
MG/L
MG/L
MG/L
MG/L
73U618
0840
27.0
6.1
7 30b18
lbOO
29.0
6.4
7 306 18
1 840
28.b
6.3
73 Ob 19
0700
26.0
5.5
7 3 Ob 14
0850
26.5
7.3
73 Ob 19
1800
28.0
5.8
7 3 0b2 0
0800
26.0
6.6
730b20
0900
25.b
6.3
((.) 730b20
0 4 0 0
27.0
107
6.8
44
13
380
105
730b20
1730
28.0
5.9
7 3Ubd1
082b
25.5
6.5
(C) 7 30621
0 90 0
33.0
91
6. /
39
16
390
124
7 3u621
131b
28.U
6.6
730621 0900
73(Jbl8
1J U 4 r? E
f AX I m.jM
MINI r-1, ,H
LOG HUM
7 30
UATL
MOO 14
730b^0
730"j21
T I ME
UoiO
09uu
040 0
7 3u ti l a
ni liiatn
.".UK I '-HJM
¦ i I M I MUf
L UO Mr Am
73 0b^2
-------
APPENDIX E-I
sta rion
GS-EFF
MUNICIPAL WASTE SOURCE DATA
MOtULE RIVER AND TRIBUTARIES
THREEMILE CR-GROVER ST. STP EFF MOBILE RIVER BASIN
MOBILE STUDY
DATE
T I ME
DATE
730618
7 30618
7 3 0618
7 306 18
7 30b18
730618
7 30b19
7JU6I9
7 30619
730b19
7 30b19
730b20
730r>20
730b20
730619 OabO (0730620
730620
7 306^0
73Ob20
7 3 0 b 2 1
7 3 0 b 2 1
7 30b£0 0900 (C1730621
7 30b21
730622
730621 0900 (C)730622
T I ME
oa4o
1100
1400
1 600
I 700
1040
0 7 0 0
UO50
1100
1300
1800
0 7u0
OaOO
0900
0900
1 1 00
1 300
1 730
0700
08^5
0900
131b
0o30
0900
00680
T ORG C
C
MG/L
33.0
34.0
00940
CHLORIDE
CL
MG/L
57 . 0
51 .0
62.0
3150b
TOT COL I
MPN conf
/1OOML
200K
230000
7900
200
33000
130000
23000
4900
1300
330
490
2300
80
3161b
FEC COL I
MPNECMED
/10 OML
200K
33000
800
200K
3300
28000
20 0900
(C)730621
0900
20k
bOK
20k
100K
50K
136
7306^1
131b
0.027
5
730621 0900
(C)7 30 6^2
0900
20k
62
d 3
1 00K
bOK
140
7 3 0 b 1 8
3
I'lU 'bER
4
3
3
3
3
3
4
MAX 1 M' M
0.027
20k
b2
2b
1 00K
bOK
19 =
102
MINIMuM
0.001K
20k
bOK
20K
1 O0K
bOK
136
5
LOG Me. AN
0.009
20
bb
23
100
bO
15b
14
-------
APPENDIX E-I
MUNICIPAL WASTE
SOURCE DATA
MOBILE
RIVER AND
TRIBUTARIES
STATION - T
-INH
SPRING BR-
THWEEMILE CK
S TP INF
MOBILE RIVER
BASIN
MOBILE
STUDY
OUU 1 o
00340
0O400
0 0 40 3
004 1 U
00435
00500
OOSoS
W« I EH
COD
PH
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
TEMP
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DATE TIME
OATE
T I ME
CENT
MG/L
su
SU
MG/L
MG/L
MG/L
MG/L
730620
1330
2 7.0
6.4
730622
1300
27.0
6.4
730621 1300
(C)730622
1300
1290
6.7
128
52
832
504
730622
1400
27.b
6 . 5
7j0622 1300
(C)730623
1 300
fbOO
6.8
144
68
1436
1064
7 30624
1300
27.0
6.8
730623 13O0
(C) f30624
1300
I 190
6.6
29
30
826
484
7 30620
NUMBER
4
3
4
3
3
3
3
3
MAX I yijM
27.b
2 SOU
6.0
6.a
144
68
1436
1 064
MINI HUM
2 7.0
1 190
6.4
6.6
29
30
826
4tJ4
LOG Mb AN
27.1
1 b66
6.5
6. 7
81
47
996
638
731b 24
U 0 b 1 b
0 0^2 0
0ob3O
00b3b
00b4b
006 1 0
0 063U
HE SIUOE
WESIDUE
RESIDUE
RESIDUE
residue
NH3-N
N02&N03
DlSS-lOb
VOL flt
I 0T NFLT
VOL NFLT
settlble
TOTAL
N-TOTAL
OfiTt TlMfc.
Liu Jt
T 1 ME
C MG/L
MO/L
MO/L
MG/L
ML/L
MO/L
MG/L
7 3 0 1 1300
(C ) ?30t>£«!
1 3U0
292
BO
54 0
424
di). u
lb. 50
0.01K
730o22 lJOO
(C ) 73062 3
1 JOO
14 6
0
1 290
1 0b4
18.0
18.bO
0.03
7J0o23 1JO0
(C; 730624
131/0
342
9b
484
389
Id.u
8.50
0.01*
7.10 o d 0
rtUMhtn
J
3
3
3
3
3
3
¦4b \ J -1< vM
342
9t>
1^90
1 0b<+
20.0
18.50
0.03
m I N 1 r-11J M
1 4 b
0
464
3t)9
18.0
8.50
0.01K
log mean
244
0
096
bb 0
18.6
13.46
0.01
7 Jil'jii
0 0 b 3b
00b6b
0 064 0
009f0
D U 0 b 0
do 051
7 1900
NH3SORG
hhos-to r
r org c
CHLORIDE
CUNUUi T
KLOw
MERCUR r
N-TGT AL
c
CL
FLO*
RATE
Hb * TOTAL
IJA I t: TIME
DATE
I I ME
MO/L
M(j/L P
MO/L
MG/L
MbD
INST MGD
UG/L
/3Ub^l)
1 3 30
8 . 8 0 0
7 J0622
1 30 0
9 . 0 0 0
0.2K
7 30O2 1 130 0
(C)730622
1 300
18.90
1290.00
404.0
b<». 0
b. 7 0 0
7 30odd
1-+O0
6.000
7 3 0b22 13O0
(C) 730b23
1 3 JO
2o . 00
2r>00 . 00
3ob • 0
6 / . 0
6.000
7 30623 1 3o0
( C ) 7 3 0 b d 4
1300
10.60
I 190.00
3d5 . 0
42.0
6.000
730i<;()
NU'-'HdR
3
3
3
3
3
3
1
f'lrtX I MuH
20.00
daOO.OO
404.0
67.0
b. roo
9.000
MINI M, ;M
1 U . bO
1190.00
3ab • 0
4 2.0
6.000
6.000
LOG MEAN
17.33
1 bob.b4
3 7li.t>
bb . d
o • 22b
7 . 81) 4
7 JOoii
-------
APPENDIX E-I
MUNICIPAL rfASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
ST A T1 ON - Tn-EFF SPRING dR-THREtMILE CK STP EFF MOBILE RIVER tJASIN MOBILE STUDY
oooio
00340
00400
00403
004 1 0
0043b
OObOO
OObOb
w A 1 ER
Cud
PH
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
1 tMP
Hi LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
date riME
oa rt
T 1 ME
CtNT"
MG/L
SU
SU
Mb/L
MG/L
MG/L
MG/L
r jub
Id
12
() • b
id. 12
0.1b
7 3:iodl*
0 0b 3b
Olibbb
OObbO
00940
3 1 50b
3161b
bOObO
Nri3-.ORG
PmOS-roI
f ORG C
CHLORIDE
TOT COL I
FtC COL I
CONDUIt
'i- ru r al
c
CL
MPN CONF
MPNtC'iED
FLO*
D '¦ T r_ II r-' t
Uu 1 L
T 1 ME
Mb/L
MG/L P
MG/L
MG/L
/1OOML
/1OOML
MbD
7 3Ub''U
1 * o o
24 0 0 0 OL
24UOOOL
7 3UbdU
1 /'do
24 u 0 0 OL
24U000L
7 30b21
ObOO
d30 00
1400
7 30bdl
1 OOO
130000
1700
7 3ub2 1
1 <:uo
2 3000
790 0
730621
1 ^00
b4 0 0 0 0 0
*40000
7 J U h dd
0 /uo
23000
rt 0 0
-------
APPENDIX E-I
MUNICIPAL WASTE
SOURCE DATA
MOBILE
RIVER AND
TRIBUTARIES
STaTION - T-
-tFE
SPRING BR-
ThREEMILE ck
STP EFK
MOBILE RIVER
BaSIN
MOBILE
STUDY
00635
00665
OObbO
00940
31505
31615
5005O
NHj\OR6
PHOS-ToT
T ORG C
CHLORIDE
TOT COL I
FEC COL I
CONDUIT
N-TOTAL
C
CL
MPN CONF
MPNECMED
FLOW
L)i. T t T I tit
UaTE
TIMt
MG/L
MG/L P
MG/L
MG/L
/1OOML
/1OOML
MGU
7 30622
0900
13000
500
730622
1 100
230000
13000
730622
1300
230000
23000
7 3 0 b21 130 0
(C) 730b22
1300
lb.4o
b.00
30.0
4S . 0
6.700
7 3 0 b 2 3
0 700
2600
bO
7 30b23
0-»00
110000
1100
7 J0623
1100
1000000
20000
7 30623
1300
240000
13000
730O22 1300
(C) 730b23
1 300
16.20
B.bO
44.0
49.0
6.000
7 30b^3 1 J 0 U
< C ) 730O24
130 0
6.40
10.70
id. 0
44.0
6.000
7JUO^U
I'JlIM- tr"
3
3
3
3
14
1 4
3
M K 1 M1 / M
10.4(1
10.70
44.0
49.0
5400000L
4 90 0 0 OL
6.700
nlNlMu"
a .40
a.00
30 . 0
**4.0
2b00
bO
b.000
LUu IN
13.brt
9. 1U
34 . b
47.3
106 766
7391
b.225
7 1^624
boobl
bOObU
00550
0 0 7^0
0 1034
32730
7 1 900
FlOw
CHLORINE
OIL-GPSE
CYANIDE
CHKOMlUM
PHENOLS
MERCURY
KATE
TOT PESl)
I 0 I-SAL T
cn-t o r
CR» TOT
TOTAL
H G » total
I1 A T L. 11 Mr,
im rE
1 iMt
INST MGU
MG/L
MG/L
MG/L
UG/L
UG/L
UG/L
7 3062 0
1^00
a . b o o
1.40
7 3 0 o 2 0
1 720
a. 4 o o
1 .30
730b21
ObOO
4 . duo
1 .20
! J 0 o 2 1
loOO
7.000
0.90
7 3ub2 1
1200
1.6 0 0
1 .20
7 3ob21
1 24b
9.000
7 3ob2 1
1 300
5 . OK
0.00 IK
52
730b21
1 b 0 0
9.500
1 .30
7 30b22
0 7 00
3 . H 0 0
7 3 0 b 2 2
0900
o . 9 0 0
730O22
1 100
7.200
7 J0b22
13 0 0
o. 000
1 .50
b . OK
O.OOlrv
22
7JUO£:l 13 0 0
(C) 7 30022
1 3U0
U . 4
7 3 0 o 2 2
144b
b . bOO
0 .70
7 3 0 b d 3
U 700
3 . bOO
1.20
7 3 0b2 3
0 4 00
4 . bO 0
0 .90
730623
1 100
b . 1 UO
o .so
7300^3
1 3 U U
b . 000
2 . 00
b . OK
0.033
1 2
7 3ub
-------
APPENDIX e-i
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVEK AND TkIbUTARIES
STATION - Ml
- I Nf-
MOBILt BAY
-MCUUFFIE IS.
STP INF
MUBILE RIVER
BASIN
MOBILE
STUDY
0001 0
00310
00340
00400
00403
00410
00435
00500
WA TEH
BOO
CUD
PH
LAB
T ALK
T ACUITY
RESIDUE
TEMP
b DAY
rll LEVEL
PH
CAC03
CAC03
TOTAL
DATE TIME
UATt"
T I ME
CENT
MG/L
MG/L
SU
SU
MG/L
MG/L
MG/L
7 306^0 1000
(C)730b.il
1000
194.0
39b
6.6
124
2d
2592
730621
1100
29.0
7.6
7306^2
0940
28. 0
6.7
73i)b22
1 u2=>
2d.b
6.9
7 JO 0^1 11 1)0
(C ) 730b<;2
1 100
694
6.8
40
42
8 72
730b<;2 1UOO
(C ) 7 30b23
1 UOO
174
6.9
139
41
858
7 3 u b^3
1 u b5
2d.b
6.9
7 30b20
NUMcEM
4
1
3
4
3
3
3
3
MAX 1 MUM
29.1'
694
7.6
6.9
139
42
2592
MINI MUM
2d. 0
174
6. 7
6.6
40
2d
8b8
LOb Mt UN
2b . b
363
7 . 0
6 . B
d8
3b
1247
730b23
00505
00b 1 6
00520
00330
00535
0054b
00610
PES I DUE
PtSIUUE
hESIUUE
RESIDUE
RESIDUE
RESIDUE
NH3-N
TOT VOL
|(ISS-10t
VOL FLT
TOT NFLT
VOL NFLT
SETTLHLE
TOTAL
UATt TIME
DrtTt
T I ML
Mb/L
C Mb/L
MG/L
Mb/L
MG/L
ML/L
MG/L
730b^0 100O
(C> 7 30bil
1000
204
2b04
1 b9
del
45
7.0
17.BO
7 JOb^r 1 11O0
t C ) 7 SSbdd
1 100
2bd
bO 7
lu2
269
166
24 . 0
23. 00
730b^()
Inn n't-)
J
J
J
J
J
J
-j
l-U> I M. M
0 . 30
24.30
b *4.0 0
1 0 0 . 0
110.0
b . "J 0 0
7 . u '¦> I>
M J II 1 Mi JM
0 • 0 1 K
lb. 0 0
9. 4U
eo.u
Vrl . 0
^ . o U 0
.10 0
LOb Mt^N
0.03
22.02
•<3.01
14 J. J
1 u t . 2
5. 1 So
b • D 2 3
7
-------
APPENDIX E-1
MUNICIPAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - MI
-EFF
MOBILE BAY
-MCDUFFIE IS.
STP EFF
MOBILE RIVER
BASIN
MOBILE
STUDY
00010
00310
00340
00400
00403
00410
00435
00500
00505
WATER
BOD
COD
PH
LAB
T ALK
T ACUITY
RESIDUE
RESIDUE
IEMP
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
Da T t TIME
DttTE
T 1 ME
CENT
MG/L
MG/L
SU
SU
MG/L
MG/L
MG/L
MG/L
7 30b2 0 1000
(L)730 b21
1000
53.0
158
7.2
118
12
520
84
730621
1100
29.0
7.1
730622
0930
28.5
6.8
730622
1030
28.5
6.8
730b21 1100
(C)730b22
1100
229
7.2
138
18
424
100
73u622
1 1 15
28.5
6.7
730623
1 040
29.0
6.9
7 30b22 1100
(C)730b23
1 100
142
7.3
98
9
412
118
730o20
NUMbt"
5
1
3
5
3
3
3
3
3
MAXIMUM
29.0
229
7.1
7.3
138
18
520
118
MINIMUM
28.5
142
6.7
7.2
98
9
412
84
LOG Mtflij
28.7
173
b . 9
7.2
117
12
450
100
730023
U a TE riMt DuTE TIME
7 306^0 1 0 0 0 ( C ) 730b2 1 loUO
7 3 062 1 1100 { C ) 7 30 bc!2 110U
730022 1100 (C)730b23 1100
730o20
bUM'Jtw
(•¦4X 1 MUM
il 1 N 1 Ml IM
I OG itiv
730023
00515 00b20 00530
RESIUUt ritSIUUE WESIUUE
UlSS-lOb VOL FLT TOT NFL T
C MG/L MG/L MG/L
559 52 61
387 80 37
391 111 7 21
3 3 3
559 107 bl
3b/ -3d c 1
439 76 36
0 0535 00545 00610
RESIDUE RESIDUE NH3-N
VOL NFL T SETTLBLE TOTAL
MG/L ML/L MG/L
32 0.5K 16.50
20 0.5k 15.50
11 0.5K 15.30
3 3 3
3d 0.5K lb.50
11 0.5K 15.30
19 0.5 15.76
00630 00635 00665
N02&N03 NH3&0RG PHOS-TOT
N-TOTAL N-TOTAL
MG/L MG/L MG/L P
0.02 18.20 7.80
0.02 23.90 7.30
0.01 16.00 b.00
3 3 3
0.02 23.90 7.80
0.01 16.00 6.00
0.02 19.09 6.99
UATt
I ["It
DAT t
T I ME
GUbaO
T O^G C
C
MG/L
0 0 94 0
CHL OR 1Ot
CL
MG/L
31505
TOT COL I
MPN CONF
/1OOML
31615
FEC COL I
MPNECMED
/ 1 OOML
50050
CONDUIT
FLOW
MGl)
50051
FLOW
rate
INST MGO
50060
CHLORINE
TOT RESD
MG/L
00550
OIL-GRSE
TOT-SXLT
MG/L
00720
CYANIDE
CN-TOT
MG/L
7 3 0 62 0 1OUU
7J0O20 1200
7 3 0b •- 0 14 0 0
7 J0b20 lbOO
73oo20 1000 (0 730621 1000
7 30b21 1030
7 30b21 1100
730o2l 12J0
7 30621 14 30
54 . 0
1 1 0 . 0
790
1 7 0 0 U 0
490
130
1100
1300
do
3 JO
110000
bO
20
130
230
20
5.130
6.200
b.tJOO
7.500
7 .000
7.000
7.000
0. 7b
0 . 7b
O.bO
0.70
0.10
0.00
11.0
0.088
-------
PENDIX E-I
MUNICIPAL WASTE SOURCE DATA
mobile river and tributaries
station - MI-EFF
mobile BaY-MCDUFFIE IS. STP EFF MOBILE RIVER BASIN
MOBILE STUDY
oobao
00440
3150b
31615
50050
50051
50060
00550
00720
1 ORG C
CHLORIDE
TOT COL 1
FEC COL I
CONOUIT
FLOW
CHLORINE
OIL-GRSE
CYANIDE
c
CL
mPn CONF
MPNECMED
FLOW
RATE
TOT RESD
TOT-SXL T
CN-TOT
DATE TIME
U A TE
TIME
MG/L
MG/L
/100ML
/10 OML
MOD
INST MGD
MG/L
MG/L
MG/L
7 3U621
1620
20 OK
200K
7 30622
0930
46000
1 1 000
6.300
0.85
730622
1 030
6.100
7 30621 1100
(C)730622
1 100
32.0
105.0
5.500
7 3 \j 6 2 2
111b
3b0 0 0
2300
6.200
0.10
5.OK
0.336
73U622
14 15
1 3000
3300
7.200
7 30622
1530
790
20
7.200
7 3 u 6 2 3
1 040
330
do
3.50
5.OK
0.040
730o22 lloO
(C) 7 30623
1 100
42.0
100.0
4.800
730620
NUMot K
3
3
13
1 3
3
1 1
9
3
3
raxIMuM
54 . 0
110.0
17 0 0 0 0
110000
5.500
7.500
3.50
11.0
0.336
MINIMuM
32. 0
100.0
dOK
20K
4. dOO
6.100
0.00
5 . OK
0.040
LOG ML AN
41.7
104.9
1710
331
5.135
6.757
0.00
6.5
0. 106
7 3(j623
01 027
0 1 034
01042
01051
0 1 067
01092
32730
71900
CADMIUM
LmRumIUM
COPPER
LEAD
NICKEL
<:inc
PHENOLS
MERCURY
CD.TOT
ck.tot
CU.TOT
PB.TOT
NI.TOTAL
ZN.TOT
TOTAL
HG.TOTAL
DA Tt T I ME
DA TL
TIME
UC-/L
UG/L
UG/L
UG/L
UG/L
UG/L
UG/L
UG/L
730620 1U 0 0
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
-------
APPENDIX E-11
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
AGENCY PRIMARY
STATION SECONDARY
STATION LOCATION
STATE
MINOR 1
BASIN
111 3SOOO 015230
A-001
MOBILE R-ALCOA PLANT EFFLUENT
ALABAMA
MOBILE
RIVER
BASIN
015231
A-001A
MOBILE R-ALCOA PUMP C DISCHARGE
ALABAMA
MOBILE
RIVER
BASIN
015233
A-001B
MOBILE R-ALCOA PRESS LEAF DISCH.
ALABAMA
MOBILE
RIVER
BASIN
015233
A-001C
MOBILE R-ALCOA PUMP B DISCHARGE.
ALABAMA
MOBILE
RIVER
BASIN
015234
A-001D
MOBILE R-ALCOA POWER HOUSE DISCH
ALABAMA
MOBILE
RIVER
BASIN
015235
A-001E
MOBILE R-ALCOA HEATER ACID DISCH
ALABAMA
MOBILE
RIVER
BASIN
015236
A-001F
MOBILE R-ALCOA PUMP A DISCHARGE
ALABAMA
MOBILE
RIVER
BASIN
015180
AW-001
MOBILE BAY-ALA. WOOD PRE. RE.SYS
ALABAMA
MOPILE
RIVER
BASIN
015190
AW-002
MOBILE BAY-ALA. WOOD COND. WATER
ALABAMA
MOBILE
RIVER
BASIN
015200
C 4-00 1
MOBILE R-CHEVRON ASPHALT COMPANY
ALABAMA
MOBILE
RIVER
BASIN
015445
DS-R
HOG BAYOU-DIAMOND SHAMRK RAW H20
ALABAMA
MOBILE
RIVER
BASIN
015430
DS-001
HOG BAYOU-DIAMOND SHAMRCK TR. EF
ALABAMA
MOBILE
RIVER
BASIN
015440
OS-002
HOG BAYOU-DIAMONG SHAMRCK H20 EF
ALABAMA
MOBILE
RIVER
BASIN
015280
EC-001
IND. CANAL-EAGLE CHEMICAL CO.
ALABAMA
MOBILE
RIVER
BASIN
015240
GC-001
THREEMILE CK-GULFPORT CREOSOTING
ALABAMA
MOBILE
RIVER
BASIN
015210
IC-001
MOBILE R-IDEAL CEM. PRO. WSTS.SEW
ALABAMA
MOBILE
RIVER
BASIN
015220
IC-002
MOBILE R-IDEAL CEMENT PROC. WST.
ALABAMA
MOBILE
RIVER
BASIN
015350
IP-IB
CHICKASAW CK-IP IMPOUNDMNT BASIN
ALABAMA
MOBILE
RIVER
BASIN
015410
IP-002
HOG BAYOU-IP BOILER ASH PIT
ALABAMA
MOBILE
RIVER
BASIN
015420
IP-003
HOG BAYOU-IP POWER PLT FLOOR URN
ALABAMA
MOBILE
RIVER
BASIN
015360
IP-0 12
CHICKASAW CK-IP PRIMARY TRT. PLT
ALABAMA
MOBILE
RIVER
BASIN
0 15380
1^-015-E
CHICKASAW CK-IP rflDYD. LOG FLM EF
ALABAMA
MOBILE
RIVER
BASIN
015370
IP-015-I
CHICKASAW CK-IP ttDYD. LOG FLM IN
ALABAMA
MOBILE
RIVER
BASIN
015400
IP-018-E
CHICKASAW CK-IP COOLING H20 EFF
ALABAMA
MOBILE
RIVER
BASIN
015390
IP-018-I
CHICKASAW CK-IP COOLING H20 INF
ALABAMA
MOBILE
RIVER
BASIN
015250
MR-001
THKEEMILE CK-MOBILE ROSIN OIL
ALABAMA
MOBILE
RIVER
BASIN
015170
NG-001
MOBILE BAY-NATIONAL GYPSUM
ALABAMA
MOBILE
RIVER
BASIN
015290
S-00 1
CHICKASAW CK-SCOTT WASTE TRT SYS
ALABAMA
MOBILE
RIVER
BASIN
015300
S-002
CHICKASAW CK-SCOTT BLEACH PLANT
ALABAMA
MOBILE
RIVER
BASIN
015310
S-003
CHICKASAW CK-SCO IT PULP MILL
ALABAMA
MOBILE
RIVER
BASIN
015320
S-004
CHICKASAW CK-SCOTT WTP STORM SEW
ALABAMA
MOBILE
RIVER
BASIN
015330
S-005
CHICKASAW CK-SCOTT W MILL STM ON
ALABAMA
MOBILE
RIVER
BASIN
015340
S-007
CHICKASAW CK-SCOTT CEN. MILL URN
ALABAMA
MOBILE
RIVER
BASIN
015260
SC-001
THREEMILE CK-STONE CONTAINER WTS
ALABAMA
MOBILE
RIVER
BASIN
015270
SC-002
THREEMILE CT-STONE CONT COOL H20
ALABAMA
MOBILE
RIVER
BASIN
015450
UCC-00 1
HOG BAYOU-UNION CARBIDE CAU. EFF
ALABAMA
MOBILE
RIVER
BASIN
015460
UCC-002
HOG BAYOU-UNION CARBIDE SALT EFF
ALABAMA
MOBILE
RIVER
BASIN
-------
0000008
LAB
0000310
BOO
0000 340
COD
0000403
LAB
0000410
T ALK
0000435
T ACDITY
0000500
RESIDUE
0000505
RESIDUE
0000515
RESIDUE
0000520
RESIDUE
0000530
RESIDUE
0000535
RESIDUE
0000545
RESIDUE
0000680
T ORG C
0001027
CADMIUM
0001034
CHROMIUM
000 1042
COPPER
0001051
LEAD
000 1067
NICKEL
0001092
ZINC
0050050
CONDUIT
0000010
WATER
0000400
PH
0050051
flow
0000550
OIL-GRSE
0032730
PHENOLS
0000610
NH3-N
0000630
N02S.N03
0000635
NH3J.ORG
0000665
PHOS-TflT
0071900
MERCURY
0000080
COLOR
00 3150 5
TOT COL I
0031615
FEC COL I
0000940
CHLORIDE
IDENT .
NUMBER
5 DAY
MG/L
HI LEVEL
MG/L
PH
SU
CAC03
MG/L
CAC03
MG/L
total
MG/L
TOT VOL
MG/L
DISS-105
C MG/L
VOL FLT
MG/L
TOT NFlT
MG/L
VOL NFLT
MG/L
SETTLBLE
ML/L
C
MG/L
CD.TOT
UG/L
CR.TOT
UG/L
CU.TOT
UG/L
PB.TOT
UG/L
NI.TOTAL
UG/L
ZN.TOT
UG/L
flow
MGD
TEMP
CENT
SU
RATE
INST MGD
TOT-SXLT
MG/L
TOTAL
UG/L
TOTAL
MG/L
N-TOTAL
MG/L
N-TOTAL
MG/L
MG/L P
HG.TOTAL
UG/L
PT-CO
UNITS
MPN CONF
/100ML
MPNECMEO
/10 OML
CL
MG/L
NUMBER USED IN SAMPLE ACCOUNTING PROCEDURE
BIOCHEMICAL OXYGEN DEMAND (MG/L» 5 DAY - 20DEG C)
CHEMICAL OXYGEN DEMAND. .25N K2CR207 (MG/L)
PH (STANDARD UNITS) LAB
ALKALINITY. TOTAL (MG/L AS CAC03)
ACIDITY, TOTAL (MG/L AS CAC03)
RESIDUE. TOTAL (MG/L)
RESIDUE. TOTAL VOLATILE (MG/L)
RESIDUE. TOTAL FILTRABLE (DRIED AT 105C).MG/L
RESIDUE. VOLATILE FILTRABLE (MG/L)
RESIDUE. TOTAL NONFILTRABLE (MG/L)
RESIDUE. VOLATILE NONFILTRABLE (MG/L)
RESIDUE. SETTLEABLE (ML/L)
CARBON. TOTAL ORGANIC (MG/L AS C)
CADMIUM. TOTAL (UG/L AS CD)
CHROMIUM. TOTAL (UG/L AS CR)
COPPER. TOTAL (UG/L AS CU)
LEAD- TOTAL (UG/L AS PB)
NICKEL. IOTAL (UG/L AS NI)
ZINC. TOTAL (UG/L AS ZN)
FLOW IN CONDUIT OR THRU A TREATMENT PLANT (MGD)
TEMPERATURE. WATER (DEGREES CENTIGRADE)
PH (STANDARD UNITS)
FLOW RATE INSTANTANEOUS (MGD)
OIL & GREASE (SOXHLET EXTRACTION) TOTAL.REC..MG/L
PHENOL ICS. TOTAL. RECOVERABLE (UG/L)
NITROGEN. AMMONIA. TOTAL (MG/L AS N)
NITRITE PLUS NITRATE. TOTAL 1 OET. (MG/L AS N)
NITROGEN. AMMONIAS.ORG.. TOTAL 1 DET (MG/L AS N)
PHOSPHORUS. TOTAL (MG/L AS P)
MERCURY. TOTAL (UG/L AS HG)
COLOR (PLATINUM-COBALT UNITS)
COLIFORM.TOT.MPN.CONFIRMED TEST.35C (TUBE 31506)
FECAL COL IFORM.MPN.EC MED.44.5C (TUBE 31614)
CHLORIDE (MG/L AS CL)
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - UCC-001 HOG BAYOU-UNION CARBIDE CAU. EFF
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730618 1000
(C)730619
1100
6.0
113
13.5
8200
0
14330
2484
14030
2459
730619 1100
(C)730620
1 115
8.OK
67
12.7
10300
0
66680
13340
66490
13310
730620 1100
(C)730621
10^5
8.OK
44
12.8
8968
0
17260
3206
16910
3139
730618
NUMBER
3
3
3
3
3
3
3
3
3
MAXIMUM
6.0
113
13.5
10300
0
66680
13340
66490
13310
MINIMUM
6.OK
44
12.7
8200
0
14330
2484
14030
2459
MEAN
75
13.0
9156
0
32757
6343
32477
6303
730621
00530
00535
00545
00660
0 1027
0 1034
01042
0 1051
01067
RESIOUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
CHROMIUM
COPPER
LEAD
NICKEL
TOT NFLT
VOL NFLT
SETTLBLE
C
CD.TOT
CR.TOT
CU.TOT
PB.TOT
NI.TOTAL
DATE TIME
DATE
TIME
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
UG/L
UG/L
UG/L
730618 1000
(C)730619
1100
300
25
40
125.0
730619 1100
(C)730620
1115
186
22
21
128.0
730620 1100
(C)730621
1045
353
67
27
98.0
730618 1001
(C)730621
1 046
25
40
45
300
160
730618
number
3
3
3
3
1
1
1
1
1
MAXIMUM
353
67
40
128.0
MINIMUM
186
22
21
98.0
MEAN
280
38
29
117.0
730621
01092
50050
00010
00400
00610
00630
00635
0 0 665
00940
ZINC
CONDUIT
WATER
PH
NH3-N
N025.N03
NH3&ORG
PHOS-TOT
CHLORIOE
ZNt TO I
FLOW
TtMP
TOTAL
N-TOTAL
N-TOTAL
CL
DATE TIME
GATE
T I ME
UG/L
MGD
CENT
SU
MG/L
MG/L
MG/L
MG/L P
MG/L
730619
1 100
38.0
10.0
730618 1000
(C)730619
1 100
0 .620
14.30
1 .030
1 1 .80
0.85
350.0
730620
1115
35.0
10 . 7
730619 1100
(C)730620
1115
0.450
•
o
o
0.960
7.50
0.60
350.0
730621
1 0 *+5
36.0
730620 1100
730621
1045
0 .440
4.90
0.820
2.54
0.70
400.0
730618 1001
(C)730621
1046
60
730618
NUMBER
1
3
3
2
3
3
3
3
3
MAXIMUM
0.620
38.0
10.7
14.30
1.030
11.80
0.85
400.0
MINIMUM
0.440
35.0
10.0
4.90
0.820
2.54
0.60
350.0
mean
0.503
36. 3
10.3
8.07
0.937
7.28
0.72
366.7
730621
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - UCC-002 HOG BAYOU-UNION CARBIDE SALT EFF
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOO
COD
LAB
T ALK
T ACOITY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
Ml LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
OISS-105
VOL FLT
DATE THE
OATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730618 1000
(C)730619
1100
8.OK
25 3
9.8
175
0
6813
382
6531
380
730619 1100
(C)730620
1 120
8.OK
182
9.8
150
0
798
208
741
208
730620 1100
(C)730621
I 100
8.OK
20 2
9.6
462
0
481 1
144
4772
125
7 JO 6 18
NUMBER
3
3
3
3
3
3
3
3
3
MAXIMUM
8.OK
253
9.8
462
0
6813
382
6531
380
MINIMUM
8.OK
182
9.6
150
0
798
144
741
125
MEAN
212
9.7
262
0
4141
245
4015
238
730621
O0530
0 0 535
00545
00680
0 1027
0 1034
01042
01051
0 1067
RESIDUE
RESIDUE
RESIDUE
T ORG C
CAOMIUM
CHROMIUM
COPPER
LEAO
NICKEL
TOT NFlT
VOL NFL T
SETT LBLE
C
CD.TOT
CR* TOT
CU.TOT
P8.T0T
NI .TOTAL
OATE TIME
OATE
TIME
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
UG/L
UG/L
UG/L
730618 1000
(C)730619
1100
33
2
IK
6.0
730619 1100
(C)730620
1 120
7
IK
IK
6.0
730620 1100
(CI 730621
1 100
39
1 9
IK
6.0
730618 1001
(C> 730621
110 1
20K
40K
20
100
60
730618
NUMBER
3
J
3
3
1
1
1
1
1
MAX I MUM
39
19
IK
6.0
MINIMUM
7
IK
IK
6.0
MEAN
26
6.0
730621
0109?
50050
00010
00400
00610
00630
00635
00665
00940
ZINC
cunuuir
WATER
PH
NH3-N
N02&N03
NH3&ORG
PHOS-TOT
CHLORIOf
ZN,TOT
FLO'*'
TEMP
TOTAL
N-TOTAL
N-TOTAL
CL
DATE TIME
DATE
TIME
UG/L
MGD
CENT
SU
MG/L
MG/L
MG/L
MG/L P
MG/L
730619
1100
32.5
9.9
730618 1000
(C)730619
1 100
0.420
1 1 .90
0.360
11 .30
0.21
2900.0
730620
1 120
33.0
8.9
730619 1100
(CI730620
1 120
0.500
27.00
0.280
25.00
0.16
3400.0
730621
1100
34.0
730620 1100
(CI 730621
1 100
0.500
90.00
0.280
86.00
0.18
3000.0
730618 1001
(CI 730621
1101
20
730618
NUMBER
1
3
3
2
3
3
3
3
3
MAXIMUM
0.500
34.0
9.9
90.00
0.360
86.00
0.21
3400.0
MINIMUM
0 .420
J2.5
8.9
1 1 .90
0.240
1 1. 30
0.16
2900.0
n;EAn
0.473
33.2
9.4
42.97
0 . 30 I
40. 77
0. 18
3100.0
730621
-------
APPENDIX Ef — I I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - OS-R
HOG HAYOU-DIAMONo ShAMRK RAW H20
DATE
f I ME
DATE
T I ME
730619 103f1
730620 10 IS
7 30 62 1 1000
000 1 0
W a T ER
TE MP
CENT
30 .0
29.0
00^00
Ph
SU
6.6
6.0
S005I
flow
rate
INST MGL)
0 .600
0 .600
0.600
730619
NUMBER
MAX[MUM
MINIMUM
MEAN
730621
P
30.0
29.0
29.5
2
6.6
6.0
6. 3
3
0.600
0.600
0.600
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER ANO TRIBUTARIES
STATION - DS-00I
NOG HAYOU-DIAMOND SrtAMRCK TR. EF
DATE
TIME
DATE
T I ME
00310
BOD
5 DAY
MG/L
0 0 340
COD
Hi LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730620 1030
730619 1045 46.0
730620 1030 28.0
(C)730 621 1000 22.0
1306
915
416
9.8
9.6
9.5
500
500
500
6198
16430
16850
233
320
210
6187
16390
16770
730619
NUMBER
MAX IMIJM
MINIMUM
MEAN
730621
3
46.0
22.0
32.(1
3
1306
416
879
3
9.8
9.5
9.6
3
500
500
500
3
16850
6198
13159
3
320
210
254
3
16770
6187
13116
DATE
T I ME
DATE TIME
00520
RES I DUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFL1
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
ORG C
C
MG/L
01027
CADMIUM
CO,TOT
UG/L
0 1034
CHROMIUM
CR.TOT
UG/L
01042
COPPER
CU.TOT
UG/L
730619 1045
730620 1030
730620 1030 (0 730621 1000
730619 10 **6 <0 730621 1001
222
283
168
11
44
79
1 1
37
42
IK
IK
IK
108.0
360.0
121.0
20
40K
25
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
283
168
224
3
79
1 1
45
3
42
1 1
30
3
IK
IK
3
360.0
108.0
196.3
DATE
T [ME
DATE
T I ME
01051
LEAD
PB,TOT
UG/L
0 1067
NICKEL
NI.TOTAL
UG/L
01092
/INC
ZN.TOT
UG/L
50050
CONDUIT
FLOW
MGD
000 10
WATER
TEMP
CENT
00400
PH
SU
50051
FLOW
RATE
INST MGD
7 1 900
MERCURY
H6.TOTAL
UG/L
730619 1045
730620 1030
730621 1000
730620 1030 (0 730621 1000
730619 1046 (C)7 30 621 1001
165
150
25
0.090
30.0
28.0
31.0
8.9
5.8
9.6
0.070
0.090
0.090
61.0
13.3
14.8
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
31.0
28.0
29.7
3
9.6
5.8
8.1
3
0.090
0.070
0.083
3
61.0
13.3
29.7
-------
APPENDIX E-II
INDUS TP IA( WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - OS-002
HOO BAYOLI-OIAMOMD SHAMRCK H20 EF
DATE
TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00 340
CnD
hi LEVEL
MG/L
00403
LA8
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
PESI DUE
DISS-105
C MG/L
730619 1055
730 620 1040
7 30 621 1025
d.OK
d.OK
8.OK
10
8
9
4.7
6.8
3.5
2
14
450
47
78
102
35
24
441
47
66
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
8. OK
8.OK
3
10
8
9
3
6.8
3.5
5.0
2
14
2
8
3
450
47
192
3
102
24
54
3
441
47
185
DATE
T I ME
DATE
T [ME
00520
PES I DUE
VOL ELI
MG/L
00530
PES I DUE
TOT NFLT
MG/L
00535
WE SI DUE
VOL NFLT
MG/L
005<*5
RESIDUE
SETTLHLE
ML/L
00660
ORG C
C
MG/L
01027
CAOMIUM
CO.TOT
UG/L
01034
CHROMIUM
CR t TOT
UG/L
01042
COPPER
CU.TOT
UG/L
730619 1055
730620 1040
730621 1025
7 30b 19 1056 (0 730621 1026
93
35
24
9
IK
12
9
IK
IK
IK
IK
IK
4.0
4.0
3.0
20K
AIJK
20
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
93
24
51
3
12
IK
3
9
IK
3
IK
IK
3
4.0
3.0
3.7
DATE
T I me
U A TE
TIME
0 10^1
LEAD
PH.TOT
UG/L
01067
NICKEL
M I . TO TAL
Ub/L
0 1 092
/. 1 NC
L\, .TOT
Uu/L
000 10
WA TER
TEMP
CENT
00400
OH
SU
SU05 1
FLOW
KATE
11' i j T 1: G 0
/I ^-0 0
¦"ESCUrJY
r IG • f 'J T A (.
uo/L
730619 1055
730620 1040
730621 102S
730619 105o iC)730621 1026
100"
40r\
hO
31.0
-IU.0
5.6
3 .
0 . 530
0 . 600
0.610
2 . \
1 .3
0.6
730619
NUM3EW
MAXIMUM
MINIMUM
'•IE AN
730621
2
31.0
30.0
3G.1:.
2
5.6
3.6
4.6
3
0.610
0 .5^0
0.59 7
>
2.3
0.6
1 .4
-------
appendix e-ii
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-IB
CHICKASAW CK-IP IMPOUNDMNT BASIN
DATE TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T AC0ITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS- 105
C MG/L
730619
730620
730621
1445
1340
1320
175.0
355.0
100.0
556
1663
515
6.9
7.2
7.2
950
1250
1000
73
70
100
2077
3520
2182
560
1214
558
1818
3597
1904
730619
NUMBER
MAX IMUM
MINIMUM
MEAN
730621
3
355.0
100.0
210.0
3
1663
515
911
3
7.2
6.9
7.1
3
1250
950
1067
3
100
70
81
3
3520
2077
2593
3
1214
558
777
3
3597
1818
2440
DATE TIME
DATE
T I ME
00520
RESIDUE
VOL FLT
MG/L
00530
RtSIDUE
TOT NFLT
MG/L
00535
WES I DUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
T
00690
ORG C
C
MG/L
01027
CADMIUM
CD.TOT
UG/L
01034
CHROMIUM
CR.TOT
UG/L
730619
730620
730621
1445
1340
1 320
433
774
*~20
259
923
274
127
440
138
22
40L
16
169.0
700 .0
170.0
20K
20K
20K
50k;
57
20K
730619
NUMBER
MAX[MUM
MINIMUM
MEAN
730621
3
774
420
542
3
923
259
487
3
440
127
235
3
4QL
16
3
700.0
169.0
346 • 3
3
20K
20K
3
57
20K
DATE T T ME
DATE
T I ME
0 1 042
COPPER
CU.TOT
UG/L
0 1051
LEAD
PB.I0T
UG/t.
01067
N1CKEL
NI,TOTAL
UG/L
01092
I I NC
ZN.T0T
UG/L
50050
CONDUIr
flow
MGO
00010
WATER
TEMP
CENT
00 400
;' m
SU
730619
730620
7 30 62 1
14"5
1 340
1320
29K
97
30
100*
1 0 0 r\
1 00i\
50
108
60
1 1 !
763
203
1.0 10
I .010
I .0 10
38.0
40 .0
39.0
6. 9
6.7
730619
NUMBER
3
3
3
3
3
3
2
MAX rMUM
MINIMUM
MEAN
7 30 621
97
20*
1 0 0 <
1 0 OK
108
SO
73
76 3
117
3b 1
1.0 10
1.0 10
1.010
40.0
33.0
39.0
6. V
6.7
6 . a
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-002
HOG BAYOU-IP BOILER ASH PIT
DATE
T I ME
DATE
TIME
00310
BOD
5 DAY
MG/L
00140
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730619
730620
730 621
1415
1355
1335
20 .OK
20. OK
8.OK
14
17
10
8.1
7.3
6.8
75
29
34
1500
17
17
358
510
660
147
12
152
350
502
636
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
20.OK
8.OK
3
17
10
14
3
d. 1
6.8
7.4
3
75
29
46
3
1500
. 17
511
3
660
358
509
3
152
12
104
3
636
350
496
DATE
TIME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
ORG C
C
MG/L
50050
CONDUIT
FLOW
MGD
000 10
WATER
TEMP
CENT
00400
PH
SU
730619
730620
730621
1415
1355
1335
1 44
1 1
149
a
8
24
IK
IK
IK
5.0
5.0
8.0
0.430
0.430
0.430
34.0
33.0
34.0
6.7
6.5
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
149
1 1
101
3
24
8
13
3
IK
IK
3
8.0
5.0
6.0
3
0.430
0 .430
0.430
3
34.0
33.0
33.7
2
6.7
6.5
6.6
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-003
HOG BAYOU-IP POWER PLT FLOOR DRN
DATE
TIME
DATE
TIME
730619 1425
730620 1400
730 62 J 1340
00310
HOD
5 DAY
MG/L
20.OK
20.0K
20.OK
0 0 340
COD
HI LEVEL
MG/L
78
107
71
00403
LAB
PH
SU
5.4
6.7
4.4
00410
T ALK
CAC03
MG/L
15
52
1
00435
T ACDITY
CAC03
MG/L
13
20
62
00500
RESIDUE
TOTAL
MG/L
513
630
716
00505
RESIDUE
TOT VOL
MG/L
27
35
148
00515
RESIDUE
DISS-105
C MG/L
472
614
604
730619
NUMBER
MAX I MUM
MINIMUM
MEAN
730621
3
20.OK
20.OK
3
107
71
85
3
6.7
4.4
5.5
3
52
1
23
3
62
13
32
3
716
513
620
3
148
27
70
3
614
472
563
DATE TIME
DATE
time
730619 1^25
730620 1400
730621 1340
00520
RESIDUE
VOL FLT
MG/L
22
26
106
00530
RESIDUE
TOT NFLT
MG/L
41
16
112
00535
RESIDUE
VOL NFLT
MG/L
5
9
42
00545
RESIDUE
SETTLBLE
ML/L
IK
IK
7
00680
ORG C
C
MG/L
15.0
32.0
10.0
50050
CONDUIT
FLOW
MOD
0.360
0.360
0.360
00010
WATER
TEMP
CENT
39.0
40.0
44.0
00400
PH
SU
5.2
6.3
7 30 b 19
NlJMbER
MAX IMIJM
MINIMUM
MEAN
730621
3
106
22
51
3
112
16
56
3
42
5
19
3
7
IK
3
32.0
10.0
19.0
3
0.360
0.360
0.360
3
44.0
39.0
41.0
2
6.3
5.2
5.7
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-012 CHICKASAW CK-IP PRIMARY TRT. PLT
00310
00340
00403
00410
00435
00500
00505
00515
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-10!
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
730618 1600
(C)730619
1510
200.0
944
6.6
135
9
1138
339
978
730619 1510
(C)730620
1500
180.0
964
7.3
154
14
1554
356
1547
730620 1500
(C)730621
1425
245.0
948
9.8
300
0
1772
502
1628
730618
NUMBER
J
3
3
3
3
3
3
3
MAXIMUM
245.0
964
9.8
300
14
1772
502
1628
MINIMUM
180.0
944
6.6
135
0
1138
339
978
MEAN
203.3
952
7.9
196
8
1488
399
1384
730621
00520
00530
00535
00545
00680
01027
0 1034
0 1042
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
CHROMIUM
COPPER
VOL FLT
TOT NFLT
VOL NFLT
SETTLBLE
C
CD.TOT
CRiTOT
CU » TOT
DATE TIME
DATE
T [ME
MG/L
MG/L
Mb/L
ML/L
MG/L
UG/L
UG/L
UG/L
730618 1600
(C)730619
1510
249
160
90
IK
290.0
20K
50K
33
730619 1510
(C)730620
1500
349
7
7
IK
340.0
20K
50K
32
730621
1030
115.0
730620 1500
(C)730621
1425
398
144
104
IK
344.0
20K
20K
38
730618
NUMBER
3
3
3
3
4
3
3
3
MAXIMUM
39«
160
104
IK
344.0
20K
50K
38
MINIMUM
249
7
7
IK
115.0
20K
20K
32
MEAN
332
104
67
272.3
34
730621
01051
01067
01092
50050
000 10
00400
32730
LEAD
NICKEL
ZINC
CONDUIT
WATER
PH
PHFNOLS
PB.T0T
NI» TOTAL
/?N» IOT
FLOW
TEMP
TOTAL
DATE
time
DATE
T I ME
UG/L
UG/L
UG/L
MGD
CENT
SU
UG/L
730618
1600
50.0
7.0
2690
730619
1510
50.0
6.9
1900
730618
1600
(C)
i 730619
1510
100K
SOK
137
36.400
730620
1500
48.0
9.3
1900
730619
1510
(C)
730620
1500
100K
50K
150
36.400
730621
1425
46.0
3080
730620
1500
(CI
730621
1425
100K
50k
160
36.400
730618
NUMBER
3
3
3
3
4
3
4
MAXIMUM
100K
50K
160
36.400
50.0
9.3
3080
MINIMUM
100K
SOK
137
36.400
46.0
6.9
1900
MEAN
149
16.400
h8 .5
/ . 7
2393
730621
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-012
CHICKASAW CK-IP PRIMARY TRT. PLT
DATE TIME
DATE TIME
00610
NH3-N
TOTAL
MG/L
00630
N02f.N03
N-TOTAL
MG/L
730618 1600
730619 0730
730619 1030
730619 1315
730619 1510
730t>18 1600 (C) 730 619 1510 0.35 0.040
730620 0730
730620 1030
730620 1330
730620 1500
730619 1510 (C)730620 1500 0.25 0.010
730621 0730
730621 1030
730621 1425
730620 1500 (C)730 621 1425 0.46 0.050
00635
NH3&ORG
N-TOTAL
MG/L
2.60
1.75
2.41
00665
PHOS-TOT
MG/L P
0.54
0.60
0.68
00080
COLOR
PT-CO
UNITS
1850
3000
1750
31505
TOT COL I
MPN CONF
/100ML
200K
20K
20K
20K
20K
230
20
490
20K
20K
20K
20K
31615
FEC COL I
MPNECMED
/1OOML
200K
20K
20K
20K
20K
20K
20K
20K
20K
20K
20K
20K
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
0.46
0.25
0.35
3
0.050
0.010
0 .033
3
2.60
1.75
2.25
3
0.68
0.54
0.61
3
3000
1750
2200
12
490
20K
12
200K
20K
-------
APPENDIX E-11
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER ANO TRIBUTARIES
STATION - IP-015-I
CHICKASAW CK-IP WDYD. LOG FLM IN
DATE
TIME
DATE
TIME
730619 1330
730620 1440
730621 1420
00310
BOD
S DAY
MG/L
63.0
35.0
18.0
0 0340
COD
HI LEVEL
MG/L
152
154
142
00403
LAB
PH
SU
6.5
7.1
7.0
00410
T ALK
CAC03
MG/L
72
80
77
00435
T ACDITY
CAC03
MG/L
10
13
9
00500
RESIDUE
TOTAL
MG/L
577
676
806
00505
RESIDUE
TOT VOL
MG/L
114
88
132
00515
RESIDUE
DISS-105
C MG/L
547
676
756
730 b19
NUMBER
MAX I MUM
MINIMUM
MEAN
730621
3
63.0
18.0
38. 7
3
154
142
149
3
7.1
6.5
6.9
3
80
72
76
3
13
9
11
3
806
577
686
3
132
88
1 1 1
3
756
547
660
DATE
T I ME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
ORG C
C
MG/L
50050
CONDUIT
FLOW
MGD
000 10
WATER
TEMP
CENT
00400
PH
SU
730619 1330
730620 1440
730621 1420
95
88
112
30
IK
50
19
IK
20
IK
IK
IK
57.0
51.0
60.0
34.530
34.530
34.530
37.0
33.5
36.5
6.6
6.7
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
112
88
98
3
50
IK
3
20
IK
3
IK
IK
3
60.0
51.0
56.0
3
34.530
34.530
34.530
3
37.0
33.5
35.7
2
6.7
6.6
6.6
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-015-E CHICKASAW CK-IP WOYD. LOG FLM EE
DATE
T I ME
00310
BOO
5 DAY
DATE
TIME
MG/L
730619
1340
30.0
730620
1420
25.0
730621
1405
44.0
00340
COD
HI LEVEL
MG/L
144
110
150
00403
LAH
PH
SU
6.3
7.2
7.0
00410
T ALK
CAC03
MG/L
65
66
71
00435
T ACDITY
CAC03
MG/L
6
10
6
00500
RESIDUE
TOTAL
MG/L
557
630
8518
00505
RESIDUE
TOT VOL
MG/L
111
82
828
00515
RESIDUE
DISS-105
C MG/L
498
594
8410
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
44.0
25.0
33.0
3
150
110
135
3
7.2
6.3
6.8
3
71
65
67
3
10
6
7
3
8518
557
3235
3
828
82
340
3
8410
498
3167
00520
0 0 530
00535
00545
00680
50050
000 10
00400
RES I DUE
RESIDUE
RESIDUE
RESIDUE
T ORG C
CONDUIT
WATER
PH
VOL FLT
TOT NFLT
VOL NFLT
SETTLBLE
C
FLOW
TEMP
TIME
DATE
T IME
MG/L
MG/L
MG/L
ML/L
MG/L
MGD
CENT
SU
730619
1340
96
59
15
IK
53.0
34.530
34.5
6.9
730620
1420
80
36
2
IK
36.0
34.530
31.0
6.8
730621
1405
782
108
46
2
55.0
34.530
32.5
>19
NUMBER
3
3
3
3
3
3
3
2
MAX[MUM
782
108
46
2
55.0
34.530
34.5
6.9
MINIMUM
80
3b
2
IK
36.0
34.530
31.0
6.8
MF.AN
319
66
21
48.0
34.530
32.7
6.8
730621
-------
APPENDIX E-I I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-
0 18-E
CHICKASAW CK
-IP COOLING
H20 EFF
00310
00340
00403
00410
00435
00500
00505
00515
ROD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-101
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
730619
1345
40.OK
46
5.9
32
8
409
90
463
730620
1410
20 .OK
42
6.9
44
1 1
488
14
484
730621
1400
8.OK
47
6.7
46
13
644
126
605
730619
NUMBER
3
3
3
3
3
3
3
3
MAXIMUM
40.OK
<4 7
6.9
46
13
644
126
605
MINIMUM
8. OK
42
5.9
32
8
488
14
463
MEAN
45
6.5
41
11
540
77
517
730621
00520
0 0 530
00535
00545
00680
0 1027
01034
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
CHROMIUM
VOL FLT
TOT NFL T
VOL NFLT
SETTLBLE
C
CD.TOT
CR.TOT
DATE TIME
DATE
T I ME
MG/L
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
730619
1345
80
26
10
IK
10.0
20K
50K
730620
1410
14
4
IK
IK
15.0
20K
50K
730621
1400
120
39
6
IK
20.0
20K
20K
730619
NUMBER
3
3
3
3
3
3
3
MAX IMIJM
120
J9
10
IK
20.0
20K
50K
MINIMUM
14
4
IK
IK
10.0
20K
20K
MEAN
71
23
15.0
730621
01042
01051
01067
01092
50050
000 10
00400
COPPER
LEAD
NICKEL
ZINC
CONDUIr
WATER
PH
CU.TOT
PH.TOT
NI.TOTAL
ZN,IOT
FLOW
TEMP
DATE TIME
DATE
T I ME
UG/L
UG/L
UG/L
UG/L
MGD
CENT
SU
730619
1345
20K
100K
50K
30
60.4 30
36.0
6.3
730620
1410
20 K
100K
50K
33
60.430
36.5
6.4
730621
1400
20K
100K
50K
42
60.430
37.5
730619
NUMBEP
3
3
3
3
3
3
2
MAX IM1JM
20K
100K
50K
42
60.430
37.5
6.4
MINIMUM
20K
100K
50K
30
60.430
36.0
6.3
MEAN
35
60.430
36. 1
6.3
730621
-------
APPENDIX E-1 I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IP-01H-I
CHICKASAW CK—IP COOLING H20 INF
DATE
TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00 A 10
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730619 1400
730620 1425
730621 1410
20.OK
20 .OK
5.0
58
51
59
6.7
32
45
48
4
12
10
515
574
642
98
52
1 10
460
554
556
730619
NUMBER
MAX IMUM
MINIMUM
MEAN
730621
3
20.0
5. OK
3
59
51
56
3
7.0
5.9
6.5
3
48
32
42
3
12
4
9
3
642
515
577
3
110
52
87
3
556
460
523
DATE
T I ME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
ORG C
C
MG/L
0 1027
CADMIUM
CD.TOT
UG/L
0 1034
CHROMIUM
CR.TOT
UG/L
730619
730620
730621
1400
1425
1410
82
52
87
55
20
86
16
IK
23
IK
IK
IK
14.0
16.0
20.0
20K
20K
20K
50K
50K
20K
730619
NUMBEP
MAXIMUM
MINIMUM
MEAN
730621
3
87
52
74
3
86
20
54
3
23
IK
3
IK
IK
3
20.0
14.0
16.7
3
20K
20K
3
50K
20K
DATE
TIME
DATE
01042
COPPER
CU.TOT
TIME UG/L
0 1051
Lt AD
PB.TOT
UG/L
01067
NICKEL
NI .TOTAL
UG/L
01092
Z INC
ZN,TOT
UG/L
50050
CONDUIT
FLOW
MGD
00010
WATER
TEMP
CENT
00400
PH
SU
730619
730620
730621
1400
1425
1410
524
432
800
100K
100K
100K
50K
50K
50K
87
63
108
60.4 30
60.430
60.430
33.0
31.0
31.0
6.5
6.7
730619
NUMBER
MAX[MUM
MINIMUM
MEAN
730621
3
800
432
585
3
100K
100K
3
50K
SOK
3
108
63
86
3
60.430
60.430
60.*30
3
33.0
31.0
31.7
2
6.7
6.5
6.6
-------
APPENDIX E-1 I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - S-001 CHICKASAW CK-SCOTT WASTE TRT SYS
00310
00340
00403
00410
00435
00500
00505
00515
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
730618 1145
(CI
I 730619
0830
43.0
264
7.1
128
7
685
206
592
730619 0830
(CI
I 730620
0815
37.0
7.2
102
6
641
199
549
730620 0815
(C)
i 730621
0730
24.0
218
7.2
94
10
2942
748
2901
730618
NUMBER
3
2
3
3
3
3
3
3
MAX IMUM
43.0
264
7.2
128
10
2942
748
2901
MINIMUM
24.0
218
7.1
94
6
641
199
549
MEAN
34.7
241
7.2
108
8
1423
384
1347
730621
00520
00530
00535
00545
00680
0 1027
0 1034
01042
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
CHROMIUM
COPPER
VOL EL T
TOT NFLT
VOL NFLT
SETTLBLE
C
CD.TOT
CR.TOT
CU » TOT
DATE TIME
DATE
TIME
MG/L
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
UG/L
730618 1145
(C)
730619
0830
140
93
66
40
115.0
20K
50K
28
730619 0330
(C)
730620
0815
137
92
62
18
20K
50K
24
730620 0815
(CI
730621
0730
725
41
23
IK
10.0
20K
50K
20
730618
NUM0EP
3
3
3
3
?
3
3
3
MAXIMUM
725
93
66
40
1 15.0
20K
50K
28
MINIMUM
137
41
23
IK
10.0
20K
50K
20
MEAN
334
75
50
62.5
24
730621
01051
0 1067
01092
50050
00010
00400
32730
I EAD
NICKEL
ZINC
CONDUIT
WATER
PH
PHENOLS
PB.TOT
NI tTOTAL
ZN t TOT
ELOw
TEMP
TOTAL
DATE TIME
DATE
T I ME
UG/L
UG/L
UG/L
MGD
CENT
SU
UG/L
730618
0900
40.0
9.3
400
730619
0 8 30
40.5
7.0
25
730618 1145
(C)730619
0830
100K
50 K
56
54.330
730619
1015
40.5
6.8
730620
0815
40.5
6.8
730619 0 8 30
(C> 730620
0815
100K
50K
405
51.090
42
730620 0815
(C)730621
0730
147
50K
33
55.830
730621
0830
38.5
13
730618
NUMBER
3
3
3
3
5
4
4
MAXIMUM
147
50K
405
55.830
40.5
9.3
400
MINIMUM
100K
50 K
33
51.090
38.5
6.8
13
MEAN
165
53.750
40.0
7.5
1 2r>
730621
-------
APPENOIX E-2I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - S-001 CHICKASAW CK-SCOTT WASTE TRT SYS
00610
00630
00635
00665
00080
31505
31615
NH3-N
NO2&N03
NH3&ORG
PHOS-TOT
COLOR
TOT COL I
FEC COL I
TOTAL
N-TOTAL
N-TOTAL
PT-CO
MPN CONF
MPNECMED
DATE TIME
DATE
TIME
MG/L
MG/L
MG/L
MG/L P
UNITS
/ 100ML
/1OOML
730618
0 90 0
700
400
730618
1 130
400
200K
730618
1315
200K
20 OK
730619
1515
3300
1300
730619
0830
17000
11000
730618 1145
(C)
i 730619
0830
1 .63
0.010
2.68
5. 10
730619
1015
14000
7000
730619
1230
2300
2300
730619
1500
7900
1700
730620
0815
7000
2800
730619 0830
(C)
i 730620
0815
1000
730620
10 30
33000
110
730620
1230
17000
7000
730620
1430
130000
2200
730620 0815
(C)
730621
0730
0.48
0.010K
4.05
3.40
700
730618
NUMBER
2
2
2
2
2
12
12
MAXIMUM
1 .63
0.010
4.05
5.10
1000
130000
11000
MINIMUM
0.48
0.010K
2.68
3.40
700
200K
1 10K
MEAN
1.05
3.36
4.25
850
730621
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - S-002
CHICKASAW CK-SCOTT BLEACH PLANT
00310
00340
00403
00410
00435
00500
00505
BOO
COO
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
730619 1050
(CI
l730620
0840
90.0
321
2.4
0
300
1358
558
730620 0040
(CI
l 730621
0845
62.0
265
2.4
0
300
1266
624
730622
0840
297
2.4
0
300
1788
980
730619
NUMBER
2
3
3
3
3
3
3
MAX IMIJM
90.0
321
2.4
0
300
1788
980
MINIMUM
b2 . 0
265
2.4
0
300
1266
558
MEAN
76.0
294
2.4
0
300
1471
721
730622
00515
00520
00530
00535
00545
00680
01027
RESIDUE
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
DISS-105
VOL ELT
TOT NELT
VOL NELT
SETTLBLE
C
CD.TOT
DATE TIME
DATE
T I ME
C MG/L
MG/L
MG/L
MG/L
ML/L
MG/L
UG/L
730619 1050
(C)
i 730620
08«0
1340
540
18
18
IK
121.0
730620 0840
(C)
730621
0845
1234
602
32
22
IK
112.0
20K
730622
0840
1770
967
18
13
IK
146.0
730619
number
3
3
3
3
3
3
1
MAXIMUM
1 770
967
32
22
IK
146.0
MINIMUM
1234
540
18
13
IK
1 12.0
MEAN
1 448
703
23
18
126.3
73062?
01034
0 1042
01051
0 1067
01092
50 0 50
000 10
CHROMIUM
COPPER
LEAD
NICKEL
ZINC
CONDUIT
WATER
CR.TOT
CU.TOT
PB.TOT
NI.TOTAL
ZN»TOT
ELO *
TEMP
DATE TIME
DATE
T I ME
UG/L
UG/L
UG/L
UG/L
UG/L
MGD
CENT
730620
0840
35.0
730619 1050
(C)
730620
0840
6.050
730621
0845
36.0
730620 0840
(C)
730621
0845
50K
20*
100K
50 K
65
5.830
730622
0840
20 K
5.920
37.5
730621 0845
(C)
730622
0840
5.920
730619
NUMBER
2
1
1
1
1
4
3
MAXIMUM
50t\
6.050
37.5
MINIMUM
20K
5. 330
35.0
mean
7 30 62?
5.930
3b. ?
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - S-002 CHICKASAW CK-SCOTT BLEACH PLANT
00400
32730
00610
00630
00635
00665
00080
PH
PHENOLS
NH3-N
N02&N03
NH3&ORG
PHOS-TOT
COLOR
TOTAL
TOTAL
N-TOTAL
N-TOTAL
PT-CO
DATE TIME
DATE
TIME
SU
U6/L
MG/L
MG/L
MG/L
MG/L P
UNITS
730620
0 840
2.5
730619 1050
(C)730620
0840
22
0.43
0.090
0.25
0.60
75
730621
0845
57
730620 0840
(C)730621
0845
0.22
0.0 70
0.40
0.70
65
730622
0840
2.b
24
0.16
0.080
4,64
0.50
60
730619
NUMBER
2
3
3
3
3
3
3
MAXIMUM
2.6
57
0.43
0.090
4.64
0.70
75
MINIMUM
2.5
22
0.16
0.070
0.25
0.50
60
MEAN
2.5
34
0.27
0.080
1.76
0.60
67
730622
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER
AND TRIBUTARIES
STATION - S-
004
CHICKASAW CK
-SCOTT WTP
SIORM SEW
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIOUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730618 0945
(c:
1730619
0945
23.0
625
6.6
59
10
1401
481
225
98
730619 0945
(c:
1 730620
0925
20 .OK
6.0
14
24
748
344
730620 0925
ic:
1 730621
0931
40.OK
40 7
6.5
16
27
1380
464
282
75
730618
NUMBER
3
2
3
3
3
3
3
2
2
MAX IMUM
23.0
625
6.6
59
27
1401
481
282
98
MINIMUM
20.OK
407
6.0
14
10
748
344
225
75
MEAN
516
6.4
30
20
1 176
430
254
87
730621
00530
00535
00545
00680
01027
0 1034
0 104?
0 1051
0 1067
RESIDUE
RESIDUE
RESIDUE
T ORG C
CADMIUM
CHROMIUM
COPPER
LEAD
NICKEL
TOT NFLT
VOL NFLT
settlble
C
CO,TOT
CR.TOT
CU.TOT
PB,TOT
NI.TOTAL
DATE TIME
DATE
TIME
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
UG/L
UG/L
UG/L
7 301 8 0 945
(C)
730619
0945
1 176
383
40L
190.0
20K
217
190
10 0 K
50K
730619 0945
(C)
730620
0925
928
312
40L
20K
50K
105
100K
50K
730620 0925
(C)
730621
0931
1098
389
40L
170.0
20K
100
93
100K
50 K
730618
NUMBER
3
3
3
2
3
3
3
3
3
MAX I MUM
1 176
389
40L
190 .0
20K
217
190
100K
50K
MINIMUM
928
312
40L
170 .0
20K
50K
93
100K
50K
mean
1067
361
180.0
129
730621
0 1092
50 050
000 10
00^00
0 0 6 1 0
00 630
00635
00665
Z INC
CONDUIT
WATER
PH
NH3-N
N025.N03
NH3&ORG
PHOS-TOT
ZN.TOT
FLUW
TEMP
TOTAL
N-TOT Al
N-TOT AL
OATE time
DATE
T I ME
UG/L
MGD
CENT
SU
MG/L
MG/L
MG/L
MG/L P
730618
0945
27.0
7.8
730619
0945
31.0
5.6
7J0618 0 94 5
(C)
730619
0945
180
2.880
1.81
0.080
5.28
5.60
730620
0925
o
OJ
6.4
730619 0945
(C)
730620
0925
80
2. 790
730621
0931
26.5
730620 0925
(C)
730621
0931
88
2.750
1 .30
0.080
4.89
0.71
730618
NUMBER
3
3
4
3
2
2
2
2
MAXIMUM
180
2. 880
31.0
7.8
1.81
0.080
5.28
5.80
MIN [MIjH
80
2. 750
24.0
5.6
1 .30
0 . 080
4 .89
0.71
Mf an
I 16
2.807
2 7.1
6.6
l t - :
J. ?a0
5.oa
J. 25
730621
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - S-003
CHICKASAW CK-SCOTT PULP MILL
DATE
TIME
DATE
T I ME
00310
BOD
5 DAr
MG/L
00 340
COO
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACQ[T Y
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730618 1210 (C)730619 0930 66.0
730619 0930 (C)730620 0915 71.0
730620 0915 (CI730621 1010 44.0
183
336
249
8.3
10.2
9.8
58
156
60
249
694
400
188
326
190
176
672
325
730618
NUMBER
MAX I Ml JM
MINIMUM
MEAN
730621
3
71.0
44.0
60.3
3
336
183
256
3
10.2
8.3
9.4
3
156
58
91
3
694
249
448
3
326
188
235
3
672
176
391
DATE
TIME
DATE
T I ME
00520
RESIDUE
VOL FlT
MG/L
00530
RESIDUE
TOT NFL I
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
T ORG C
C
MG/L
50050
CONDUIT
FLOW
MGD
000 10
WATER
TEMP
CENT
00400
PH
SU
730618 1040
730619 0930
730618 1210 (C)730619 0930
730620 0915
730619 0930 (C)730620 0915
730621 1010
730620 0915 (0 730621 1010
115
306
121
73
22
75
73
20
69
8
5
11
66.0
180 .0
70.0
0. 160
0.400
0.230
29.5
29.5
28.0
29.5
8.7
9.5
9.7
730618
NUMBER
MAXI MUM
MINIMUM
MEAN
730621
3
306
115
181
3
75
22
57
3
73
20
54
3
1 1
5
8
3
180.0
.66.0
105.3
3
0 .400
0 . 160
0 . 263
4
29.5
2H.0
29. 1
3
9.7
8. 7
9.3
-------
APPENDIX E-1 I
INDUSTRIAL WASTE SOURCE DATA
MOBILE HIV EH AND TRIBUTARIES
STATION - S-007
CHICKASAW CK-SCOTT CEN. MILL DRN
DATE
TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
O0410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730619 0905
730620 0B55
730621 0910
13.0
8.OK
8.OK
23
16
17
6.6
7.0
6.9
10
24
10
77
170
140
26
36
56
74
167
130
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
13.0
8.OK
3
23
16
19
3
7.0
6.6
6.8
3
24
10
15
3
170
77
129
3
56
26
39
3
167
74
124
DATE TIME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFL T
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00660
ORG C
C
MG/L
50050
CONDUIT
FLOW
MGD
00010
WATER
TEMP
CENT
00400
PH
SU
730619 0905
730620 0855
730621 0910
25
35
55
3
3
10
IK
IK
IK
8.0
6.0
10.0
0.810
0.810
0.810
35.0
35.0
35.0
7.3
6.9
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730621
3
55
25
38
3
10
3
5
3
IK
IK
3
10.0
6.0
8.0
3
0.810
0.610
0.810
3
35.0
35.0
35.0
2
7.3
6.9
7. 1
-------
APPENDIX E-11
INDUSTRIAL WASTE SOURCE DATA
MOBILE river and tributaries
STATION - S-005 CHICKASAW CK-SCOTT W MILL STM DN
00310
00340
00403
00410
00435
00500
00505
00515
BOD
COD
LAB
T ALK
T
ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DA*
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-101
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
73061a 1015
(C)
' 730619
1000
127.0
330
4.7
10
38
842
418
740
730619 1000
(C)
730620
0 945
134.0
387
3.2
0
108
1106
534
1040
730621 0945
(C)
730622
0900
321
3.2
0
125
1076
311
946
730618
NUMBER
2
3
3
3
3
3
3
3
MAXIMUM
134.0
387
4.7
10
125
1 106
534
1040
MINIMUM
127.0
321
3.2
0
38
842
31 1
740
MEAN
130.5
346
3.7
3
90
1008
421
909
730622
00520
00530
00535
00545
00680
50050
000 10
00400
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T
ORG C
CONDUIT
rfATER
PH
VOL ELT
TOT NFLT
VOL NFLT
SETTLBLE
C
flow
TEMP
DATE TIME
DATE
T I ME
MG/L
MG/L
MG/L
ML/L
MG/L
MGD
CENT
SU
730618
10 15
30.0
4. 1
730619
1000
35.5
3. 1
730618 1015
(C)
730619
1000
336
102
82
IK
108.0
1.070
730620
0945
32.0
2.3
730619 1000
(C)
730620
0945
475
66
59
22
125.0
0.760
730621
0 945
32.0
730622
0900
32.0
4.5
730621 0945
(C)
730622
0900
190
130
121
18
180.0
1 . 160
730618
KJMbE->
3
3
3
3
3
3
5
4
MAXIMUM
475
130
121
22
180 .0
1. 160
35.5
4.5
MINIMUM
190
66
59
IK
108.0
0.760
30.0
2.3
MEAN
334
99
87
137. 7
0.997
32.3
3.5
730622
-------
APPENDIX E-I I
INDUSTRIAL WASTE SOURCE DATA
MOBILE klVER AND TRIBUTARIES
STATION - SC-001 THREEMILE CK-STONE CONTAINER WTS
0 0 3 1U
00340
UO403
00410
00435
00500
00505
00515
BOD
COD
LAB
T ALK
T
ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DAV
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
DATE
TIME
DATE
T I ME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
730619
1200
(C)730620
10 30
525.0
1193
6.2
122
38
1397
553
739
730620
1030
(C)730621
1045
540.0
1010
6.3
132
31
1458
644
1313
730621
1030
(C)730622
1015
538
6.5
150
32
1362
584
1150
730619
NUMBER
2
3
3
3
3
3
3
3
MAXIMUM
540.0
1 193
6.5
150
38
1458
644
1313
MINIMUM
525.0
538
6.2
122
31
1362
553
739
MEAN
532.5
914
6.3
135
34
1406
594
1067
730622
00520
00530
00535
00545
00680
0 1027
0 1034
RESIDUE
RESIDUE
RESIDUE
RESIDUE
T
ORG C
CADMIUM
CHROMIUM
VOL FLT
TOT NFLT
VOL NFLT
SETTLBLE
C
CD.TOT
CR t TOT
DATE
T I me
DATE
TIME
MG/L
MG/L
MG/L
ML/L
MG/L
UG/L
UG/L
730619
1200
(C)730620
10 30
227
658
326
IK
410.0
20K
50K
730620
1030
(C)730621
1045
536
145
108
IK
38.0
20K
50K
730621
1030
(C)730622
10 15
<~46
212
13B
IK
400.0
25
730619
NUMBER
3
3
3
3
3
2
3
MAXIMUM
536
658
326
IK
410.0
20K
50
MINIMUM
227
145
108
IK
38.0
20K
25K
ME AN
403
330
191
282.7
730682
0 1042
01051
0 1067
01092
50050
000 10
00400
COPPER
LEAD
NICKEL
ZINC
CONDUIT
WATER
PH
CU.TOT
Pd.TOT
NJ.TOTAL
ZN.TOT
FLOW
TEMP
DATE TIME
DATE
T I ME
UG/L
UG/L
UG/L
UG/L
MG0
CENT
SU
730619
1230
31.0
5.6
730620
1030
27.0
6.2
730619 1200
(C)730620
1030
48
173
50*
639
0.003
730621
1 0^5
30.0
6. 1
730620 1030
(C)730621
1045
4 J
1 79
50K
595
0.003
730622
10 15
28.5
6.3
730621 1030
(C)730622
10 15
0.003
730619
NUMBER
2
2
2
2
3
4
4
MAX IMOM
48
179
50K
639
0.003
31.0
6.3
MINIMUM
43
173
50K
595
0.003
27.0
5.6
MEAN
46
176
617
0.003
29. 1
6.0
730622
-------
STATION - SC-001
THREEMILE
DATE
TIME
DATE
T I ME
32730
PHENOLS
TOTAL
UG/L
730619 1230
730620 1030
730619 120 0 (C)7 30 620 1030
730620 1300
730620 1 SO 0
730621 0730
730621 1045
730620 1030 (C)730621 1045
730621 1100
730621 1300
730621 1500
7J0622 0730
730622 1015
730621 1030 (C)7 30 622 1015
184
245
224
235
7 301 9
NUMHt-J
MAX 1MjM
MINIMUM
MEAN
7 30 0 22
245
184
222
APPENDIX E-11
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STONE CONTAINER «TS
00610 0O630
NH3-N N025.N03
TOTAL N-TOTAL
MG/L MG/L
00635 00665
NH36.ORG PHOS-TOT
N-TOTAL
MG/L MG/L P
31505 31615
TOT COL I EEC COLI
MPN CONF MPNECMED
/100ML /1OOML
0.18 0.050
9.15 0.64
170000 79000
220000 7000
220000 11000
170000 7900
170000 49000
C.24 0.010 9.30
0.10 0.010K 4.38
3 3 3
0.24 0.050 9.30
(1.10 0.010K 4.3d
0.17 7.61
0.60
350000 46000
350000 11000
350000 22000
540000 79000
350000 79000
0.40
3 10 10
0.64 540000 79000
0.40 170000 7000
0.55 269000 39090
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION
sc-002
THREEMILE CT-STONE CONT COOL H20
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAH
T ALK
T ACD1TY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730619
1 145
5.0
15
5.4
25
12
121
170
56
150
730620
1030
6.0
22
6 . 4
26
12
118
49
117
48
730621
1040
a.OK
5
6.5
25
17
192
60
187
59
730622
1000
4K
6.7
29
24
82
20
82
20
730619
NUMBER
3
4
4
4
4
4
4
4
4
MAXIMUM
6.(1
22
6.7
29
24
192
170
187
150
MINIMUM
5.OK
4K
5.4
25
12
82
20
56
20
MEAN
6.2
26
16
128
75
11 1
69
7 30 622
0053U
00535
005h5
00680
00010
00400
50051
00080
RES[DUE
RESIDUE
RESIDUE
T ORG C
WATER
PH
FLOW
COLOR
TOT NFLT
VOL NFLT
SET TLHLE
C
TEMP
RATE
PT-CO
DATE TI^F
DATE
T IMF
MG/L
MG/L
ml/L
MG/L
CENT
SU
INST MGD
UNITS
730619
1 145
65
20
IK
6.0
49.0
6.3
0. 100
55
730620
1030
1
1
IK
4.0
52.0
6.4
0.100
730621
1 040
5
1
IK
4.0
50.0
6.1
0.100
730622
1000
1 r\
IK
IK
2.0
45.0
6. 1
0.100
730619
NUMtiEW
4
4
4
4
4
4
4
1
MAX I MUM
65
20
IK
6.0
52.0
6.4
0. 100
MINI -1UM
lr<
IK
IK
2.0
*<5. 0
6. 1
0.100
MEAN
4.0
49.0
6.2
0.100
73un22
-------
APPENDIX E-1 I
INDUSTRIAL HASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - MR-001
THREEMILE CK-MOBILE ROSIN OIL
DATE
TIME
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
73C618
DATE TIME
730618 1400
00310
HOD
5 DAY
MG/L
200.0
1
00340
COD
HI LEVEL
MG/L
351
00403
LAB
PH
SU
7.0
1
00410
T ALK
CAC03
MG/L
132
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
391
00505
RESIDUE
TOT VOL
MG/L
111
00515
RESIDUE
DISS-105
C MG/L
189
00520
RESIDUE
VOL FLT
MG/L
58
DATE
T I ME
DATE
T I ME
73061b 1400
00530
RESIDUE
TOT NFLT
MG/L
202
00535
RESIDUE
VOL NFLT
MG/L
53
00545
RESIDUE
SETTLBLE
ML/L
I
00680
ORG C
C
MG/L
y8.o
00010
WATER
TEMP
CENT
40.0
00400
PH
SU
6.9
50051
FLOW
RATE
INST MGD
0.001K
00550
OIL-GRSE
TOT-SXLT
MG/L
21.0
32730
PHENOLS
TOTAL
UG/L
65
730618
number
MAXIMUM
MINIMUM
MEAN
730618
1
-------
APPENDIX E- 11
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - EC-001 IND. CANAL-EAGLE CHEMICAL CO.
DATE TIME
DATE
TIME
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730625
730626
1415
1055
4 K
3.6
9.4
0
98
120
0
836
23990
750
204
423
23690
730625
NUMBER
MAXIMUM
MINIMUM
MEAN
730627
2
4K
4K
2
9.4
3.6
6.5
2
98
0
49
2
120
0
60
2
23990
836
12413
2
750
204
477
2
23690
423
12057
DATE TIME
DATE
TIME
00520
RESIDUE
VOL ELT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00 535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
T ORG C
C
MG/L
0 1027
CADMIUM
CO.TOT
UG/L
01034
CHROMIUM
CR.TOT
UG/L
730625 1M6
730625
730626
(C)730626
14 15
1055
10 56
106
172
413
298
44
32
IK
IK
1 .OK
1.0
30
40K
7 301>25
number
MAXIMUM
MINIMUM
MEAN
730 627
2
172
106
139
2
413
298
35b
2
<+4
32
38
2
IK
IK
2
1.0
1 .OK
1
1
DAT E TIME
DATE
T I ME
01042
COPPER
CU. TOT
UG/L
01051
LEAD
PH.TOT
UG/L
0 1067
N rCKEL
NI,TOTAL
UG/L
01092
L INC
ZN.TOT
IJG/L
50050
CONDUIT
FLOW
MG D
00010
WATER
TEMP
CENT
00400
PH
SU
730625 1416
730625
730626
(C)7 30to26
730627
1415
10 55
1056
0820
70
290
130
170
0.010
0.010
0.0 10
41.0
42.0
39.0
3.6
9.2
9.2
730625
NUMBER
MAX IMUM
MINIMUM
ME AN
730627
1
1
1
1
3
0.0 10
0.0 10
0.010
3
42.0
39.0
40.7
3
9.2
3.6
7.3
-------
APPENDIX E.-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND T PI8UIARIES
STAT ION - GC-001
THREEMILE CK-GULEPORT CREOSOTING
date
T I ME
DATE
T I ME
003 1 0
BOO
5 DAY
MG/L
0 0 340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDlTf
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
UES I DUE
TOT VOL
MG/L
730618 0755
730619 0755
730620 0755
2115.0
1700.0
1750 .0
3220
3330
3524
4.8
4.7
4.7
162
137
116
394
725
425
1227
1 377
1 309
832
947
884
730618
NIJMHEP
MAX I MUM
MINIMUM
E A N
730620
3
21)5.0
1 700 .0
1855.0
3
3524
3228
3377
3
4.8
4.7
4.7
3
162
1 16
138
3
725
394
515
3
1377
1227
1304
3
947
832
888
DATE
T I ME
DATE
T IMt
005 1 5
RESIDUE
DISS-105
C MG/L
00520
RESI DUE
VOL ELT
MG/L
00530
PES!DUE
TOT MELT
MG/L
00535
RESIDUE
VOL NELT
MG/L
00545
RES IDUE
SET TLBLE
ML/L
00680
T ORG C
C
MG/L
7 3061H 0755
7 30 6 19 0755
730620 0755
966
1216
1171
70 4
a 20
752
2b 1
161
1 38
128
127
1 32
1
IK
IK
1265.0
1290.0
1280.0
7 30 1 8
NUMBER
MAX 1MUM
M[NI MUM
MEAN
7301>20
3
1216
966
1118
3
H20
/ 0 4
759
3
261
1 38
187
3
132
127
129
3
1
IK
3
1290.0
1265.0
1278.3
da T t
T IVE
DATE
T IMt
0 0 0 1 0
WATER
TEMP
CENT
0 0 4 0 0
PH
su
50051
ELOW
PATE
if'isr mod
00 550
OIL-GRSE
I0T-S*LI
MG/L
32730
PHENOLS
TOTAL
UG/L
00080
COLOR
PI - CO
un i rs
730ol8 0 755
730619 0755
730620 0755
28.0
29.5
29.5
^ , b
4.5
0.005
0.005
0.005
10.0
! 2.0
5,0k
39300
31000
375
730618
NUM3ER
MAX I MUM
MINIMUM
ME AN
730620
3
29.5
28 .0
29.0
3
4.6
'..5
4.5
3
0.005
0 .005
0.005
3
12.0
5. OK
2
39300
31000
35150
-------
APPENIjIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVEP AMD TRIBUTARIES
STATION - A-001 MOBILE R-ALCOA PLANT EFFLUENT
DATE
TIME
DATE
T IMF
0031 0
BOD
5 DAY
MG/L
00 340
COD
HI LEVEL
MG/L
00*03
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITr
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
730618
730619
730620
0950
0831
0820
(C)730618
(C)730619
(C)730620
10 35
0915
0915
44.0
34.0
124
156
124
11.2
5.9
8.8
625
84
206
0
92
0
1248
2290
1395
301
316
128
730618
number
MAXIMUM
MINIMUM
mean
730620
2
44.0
34.0
39.0
3
156
124
135
3
11.2
5.9
8.6 '
3
625
84
305
3
92
0
31
3
2290
1248
1644
3
316
128
248
DATE
T I ME
DATE
T [ME
00515
RES I DUE
DISS-105
C MG/L
C 0 520
RES I DUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
T ORG C
C
MG/L
0 1027
CADMIUM
CD.TOT
UG/L
73061B
730619
7 30 620
7 30 b 1 8
0 950
0831
0 820
0 9b 1
(C)730616
(C)730619
(C)730620
(C)730620
1035
0915
0915
0916
1 196
1 756
1 141
290
264
36
52
53*
25*
1 1
152
92
IK
40L
54.0
60.0
42.0
20 K
730618
NUMBER
MAXIMUM
MINIMUM
"FAN
730620
3
1 756
1 141
136^*
3
290
3b
197
3
534
52
280
3
152
1 1
h5
2
40L
IK
3
60.0
42.0
52.0
1
DATE
TIME
DATE
T 1 ME
0 10 3*
CHROMIUM
CR.TOT
UG/L
0 1 0*2
COPPER
CU.TOT
UC-/L
0 10^1
LEAD
PH.TOT
wG/L
0 1067
NICKEL
NI.TOTAL
UG/L
0 1092
ZINC
ZN.TOT
UG/L
50050
CONDUIT
flow
mgr
730618
730619
730620
730618
0 950
0831
0820
0951
(C) 7306 1 S
(C)730619
(C) 7301>20
(C)730620
10 35
0915
0915
0916
100
20
LOOK
90
20
0 . 800
0.900
0.800
730618
NUMBEP
MAXIMUM
MINIMUM
MEAN
730620
1
1
1
1
1
3
0.800
0 . 800
0.80 0
-------
APPENDIX f- I I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVFR AND TRIBUTARIES
STATION - A-001A
mohile r-alcoa PUMP c discharge
OA ft
T IMF
fiATE
7 I ME
000 10
WATER
TEMP
CENT
OO'iOO
PH
su
S00S1
flow
RATE
INST MGD
730MR 1010
7 30 61') 0859
730620 0 820
30 .0
27.0
26.0
11.2
11.7
11 .a
0.230
0.230
0.230
730618
NtJMHEP
MAX IMIJM
MINIMUM
MEAN
730620
3
30.0
?6.y
27. I
3
11.8
11.2
11.6
3
0.230
0.230
0.230
-------
APPENDIX E-I I
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - A-001B
MOBILE R-ALCOA PRESS LEAF DISCH.
DATE TIME
DATE
TIME
OOOlO
WATER
TEMP
CENT
OO^OO
PH
SU
50051
flow
RATE
INST MGO
730618 0950
730619 0845
28.0
39.0
2. 1
0.9
0.014
0.014
730618
number
MAX I MUM
MINIMUM
MEAN
730619
2
39.0
28.0
33.5
2
2. 1
0.9
1.5
2
0.014
0.014
0.014
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - A-001C
MOBILE R-ALCOA PUMP B DISCHARGE.
DATE
T I ME
DATE
T I ME
000 10
WATER
temp
CENT
00^00
PH
SU
50051
FLOW
RATE
INST MGD
730618 1015
730619 0900
730620 0835
31 .0
29.0
29.0
9.6
9.7
9.3
0 .200
0 .200
0 .200
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
3
31.0
28.0
29.3
3
9.7
9.3
9.5
3
0 .200
0 .200
0 .200
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - A-001D
MOBILE R-ALCOA POWER HOUSE OISCH
DATE
TIME
DATE
TIME
00010
WATER
TEMP
CENT
00400
PH
SU
50051
FLOW
RATE
INST MGU
730618 1025
730619 0915
730620 0845
65.5
53.0
51.0
6.4
8.2
8.6
0.500
0.500
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
3
65.5
51.0
56.5
3
8.6
8.2
8.4
2
0.500
0.500
0.500
-------
APPENDIX E-ll
INDUSTRIAL WASTE SOUWCE DATA
MOBILE RIVER ANO TRIBUTARIES
STATION - A-001E
MOBILE R-ALCOA HEATEH ACID DISCH
DATE
TIME
OATE
TIME
00010
WATER
TEMP
CENT
00400
PH
SU
S0051
FLOW
RATE
INST MGO
730619 0831
730620 0050
41 .0
39.0
1.6
1.0
0 .002
730619
NUMBER
MAXIMUM
MINIMUM
MEAN
730630
2
41.0
39. 0
40.0
Z
1.6
1.0
1.3
-------
APPENDIX E-11
STATION - IC-
001
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
MOBILE R-1 DEAL CEM. PRO. WST&.SEW
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730618
0900
20.OK
22
9.0
124
0
812
95
812
95
730619
0935
8.OK
31
8.8
1 70
0
893
182
815
174
730620
0930
20.OK
46
8.9
104
0
683
66
651
60
730618
NUMBER
3
3
3
3
3
3
3
3
3
MAXIMUM
20.OK
46
9.0
170
0
893
182
815
174
MINIMUM
8.OK
22
8.8
104
0
683
66
651
60
MEAN
33
8.9
133
0
796
114
759
110
730620
00530
00S35
00545
00680
50050
00010
00400
31505
RESIDUE
RESIDUE
RES IDUE
T ORG C
CONDUIT
WATER
PH
TOT COL I
TOT NFLT
VOL NFLT
SETTLBLE
c
FLOW
TEMP
MPN CONF
DATE TIME
DATE
T I ME
MG/L
MG/L
ML/L
MG/L
MGD
CENT
SU
/100ML
730618
0900
IK
IK
1
7.0
0.830
32.0
8.8
350000
730619
0935
78
8
IK
10.0
0.830
32.0
8.9
700000
730620
0930
32
6
IK
6.0
0.830
28.0
8.6
70000
730618
NUMBER
3
3
3
3
3
3
3
3
MAXIMUM
78
8
1
10.0
0.830
32.0
8.9
700000
MINIMUM
IK
IK
IK
6.0
0.830
28.0
8.6
70000
MEAN
7.7
0.830
30.7
8.8
373333
31615
FEC COL I
MPNECMED
/100ML
17000
79000
17000
3
79000
17000
37667
730620
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - A-001F
MOBILE R-ALCOA PUMP A DISCHARGE
DATE TIME
DATE
TIME
730618 1035
730619 0905
730620 0915
00010
WATER
TEMP
CENT
30.0
28.0
27.0
00400
PH
SU
11.8
12.2
12.4
50051
FLOW
RATE
INST MGO
0.057
0.057
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
3
30.0
27.0
28.3
3
12.4
11.8
12.1
2
0.057
0.057
0.057
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - IC-002
MOBILE R-IDEAL CEMENT PROC. WST.
DATE
TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS- 105
C MG/L
730618 0915
730619 0930
730620 0925
8.OK
8.OK
20.OK
108
58
85
12.9
12.2
12.5
1050
825
6580
7097
6138
72
337
243
6280
6643
5695
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
3
20.OK
8.OK
3
108
58
84
3
12.9
12.2
12.5
2
1050
825
938
3
7097
6138
6605
3
337
72
217
3
6643
5695
6206
DATE
TIME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
ORG C
C
MG/L
00010
WATER
TEMP
CENT
00400
PH
SU
50051
FLOW
RATE
INST MGD
730618 0915
730619 0930
730620 0925
57
322
200
300
454
453
15
15
43
7
15
35
4.0
4.0
24.0
26.0
26.0
26.0
12.0
11.2
12.2
0.260
0.080
0.080
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
3
322
57
193
3
454
300
402
3
43
15
24
3
35
7
19
3
24.0
4.0
10.7
3
26.0
26.0
26.0
3
12.2
11.2
11.8
3
0.260
0.080
0.140
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - CA-001
MOBILE R-CHEVRON ASPHALT COMPANY
DATE
TIME
DATE
TIME
00310
BOD
5 DAY
MG/L
00340
COD
HI LEVEL
MG/L
00403
LAB
PH
SU
00410
T ALK
CAC03
MG/L
00435
T ACDITY
CAC03
MG/L
00500
RESIDUE
TOTAL
MG/L
00505
RESIDUE
TOT VOL
MG/L
00515
RESIDUE
DISS-105
C MG/L
730618 1300
730620 1000
20.0
20.OK
17
23
6.5
7.1
34
36
12
2
261
311
63
74
201
284
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
2
20.0
20.OK
2
23
17
20
2
7.1
6.5
6.8
2
36
34
35
2
12
2
7
2
311
261
286
2
74
63
69
2
284
201
243
DATE
TIME
DATE
TIME
00520
RESIDUE
VOL FLT
MG/L
00530
RESIDUE
TOT NFLT
MG/L
00535
RESIDUE
VOL NFLT
MG/L
00545
RESIDUE
SETTLBLE
ML/L
00680
T ORG C
C
MG/L
00010
WATER
TEMP
CENT
00400
PH
SU
730618 1300
730619 1000
730620 1000
27
54
60
27
36
20
IK
IK
10.0
10.0
29.0
28.0
27.0
7.2
6.6
6.8
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
2
54
27
41
2
60
27
44
2
36
20
28
2
IK
IK
2
10.0
10.0
10.0
3
29.0
27.0
28.0
3
7.2
6.6
6.9
DATE
TIME
730618
NUMBER
MAXIMUM
MINIMUM
MEAN
730620
DATE
TIME
730618 1300
730619 1000
730620 1000
50051
FLOW
RATE
INST MGD
1.310
1.310
1.310
3
1.310
1.310
1.310
00550
OIL-GRSE
TOT-SXLT
MG/L
5.OK
5.OK
9.0
3
9.0
5.OK
32730
PHENOLS
TOTAL
UG/L
5K
20
133
3
133
5K
00610
NH3-N
TOTAL
MG/L
0.03
0.10
2
0.10
0.03
0.06
00630
N02&N03
N-TOTAL
MG/L
0.260
0.270
2
0.270
0.260
0.265
00635
NH3S.ORG
N-TOTAL
MG/L
0.36
0.40
2
0.40
0.36
0.38
00665
PHOS-TOT
MG/L P
0.11
0.11
2
0.11
0.11
0.11
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - AW-001 MOBILE BAY-ALA. WOOD PRE. RE.SYS
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730619
1420
1132.0
936
4.9
48
40
1011
786
599
578
730621
0830
1216.0
3059
4.8
46
125
1168
802
876
547
730619
NUMBER
2
2
2
2
2
2
2
2
2
MAXIMUM
1216.0
3059
4.9
48
125
1168
802
876
578
MINIMUM
1132.0
936
4.0
46
40
1011
786
599
547
MEAN
1174.0
1998
4.8
47
83
1090
794
738
563
730621
00530
00535
00545
00680
00010
00400
50051
00550
32730
RESIDUE
RESIDUE
RESIDUE
T ORG C
WATER
PH
FLOW
OIL-GRSE
PHENOLS
TOT NFLT
VOL NFLT
SETTLBLE
C
TEMP
RATE
TOT-SXLT
TOTAL
DATE TIME
DATE
TIME
MG/L
MG/L
ml/l
MG/L
CENT
SU
INST MGD
MG/L
UG/L
730619
1420
412
208
40L
956.0
34.0
4.3
0.010
370.0
148000
730621
0830
292
255
IK
1120.0
0.010
322.0
122000
730619
NUMBER
2
2
2
2
1
1
2
2
2
MAXIMUM
412
255
AOL
1120.0
0.010
370.0
148000
MINIMUM
292
208
IK
956.0
0.010
322.0
122000
MEAN
352
232
1038.0
0.010
346.0
135000
730621
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - AW-002 MOBILE BAY-ALA. WOOD COND. WATER
00310
00340
00403
00410
00435
00500
00505
00515
00520
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
VOL FLT
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
MG/L
730618
0800
15.0
8
8.8
30
0
152
66
149
66
730619
1430
8.OK
4
7.6
14
1
128
14
73
3
730620
1330
1 1.0
14
7.3
15
1
164
34
164
34
730610
NUMBER
3
3
3
3
3
3
3
3
3
MAX IMUM
15.0
14
8.8
30
1
164
66
164
66
MINIMUM
8.OK
4
7.3
14
0
128
14
73
3
MEAN
9
7.9
20
1
148
38
129
34
730620
00530
00535
00545
00680
00010
00400
50051
00550
32730
RESIDUE
RESIDUE
RESIDUE
T ORG C
WATER
PH
FLOW
OIL-GRSE
PHENOLS
TOT NFLT
VOL NFLT
SETTLBLE
C
TEMP
RATE
TOT-SXLT
TOTAL
DATE TIME
DATE
TIME
MG/L
MG/L
ml/l
MG/L
CENT
SU
INST MGD
MG/L
UG/L
730618
0800
3
IK
IK
1.0
29.0
6.8
0. 130
5.OK
565
730619
1430
55
1 1
IK
3.0
30.0
7.4
0. 130
5.OK
51
730620
1330
IK
IK
IK
6.0
32.0
6.9
0.130
5.OK
95
730618
NUMBER
3
3
3
3
3
3
3
3
3
MAXIMUM
55
] 1
IK
6.0
32.0
7.4
0. 130
5.OK
565
MINIMUM
IK
IK
IK
1.0
29.0
6.8
0. 130
5.OK
51
MEAN
3.3
30.3
7.0
0.130
237
730620
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - NG-00I
MOBILE BAY-NATIONAL GYPSUM
00610
00630
0063S
00665
00060
31505
31615
NH3-N
N021N03
NH3&0R6
PHOS-TOT
COLOR
TOT COL I
FEC COL I
TOTAL
N-TOTAL
N-TOTAL
PT-CO
MPN CONF
MPNECMEO
DATE TIME
DATE
TIME
MG/L
MG/L
MG/L
MG/L P
UNITS
/100ML
/100ML
730618
0730
9200000
110000
730616
1000
16000000
79000
730618
1300
24000000L
130000
730618
1500
24000000L
130000
730619
0 740
24000000L
220000
730618 0700
(C)730619
0 740
3.80
0.010
15.10
2.00
747
730619
1000
17000000
130000
730619
1300
4600000
130000
730619
1500
7900000
70000
730620
0730
7900000
33000
730619 0730
(C)730620
0730
4.50
0.010
17.20
2.80
730620
1000
2800000
15000
730620
1300
4600000
14000
730620
1530
3300000
2000
730618
NUMBER
2
2
2
2
1
12
12
MAXIMUM
4.50
0.010
17.20
2.80
24000000L
220000
MINIMUM
3.80
0.010
15.10
2.00
2800000
2000
MEAN
4.15
0.010
16.15
2.40
88583
730620
-------
APPENDIX E-II
INDUSTRIAL WASTE SOURCE DATA
MOBILE RIVER AND TRIBUTARIES
STATION - NG-001 MOBILE BAY-NATIONAL GYPSUM
00310
00340
00403
00410
00435
00500
00505
00515
BOD
COD
LAB
T ALK
T ACDITY
RESIDUE
RESIDUE
RESIDUE
5 DAY
HI LEVEL
PH
CAC03
CAC03
TOTAL
TOT VOL
DISS-105
DATE TIME
DATE
TIME
MG/L
MG/L
SU
MG/L
MG/L
MG/L
MG/L
C MG/L
730618 0700
-------
APPENDIX E-III
SPARK SOURCE SCAN
-------
APPENDIX E-III
SPARK SOURCE SCAN METAL ANALYSIS
ALUMINUM COMPANY OF AMERICA
COMPOSITE
DISCHARGE
Element
Uranium
<1
Thorium
5
Lead
22
Tungsten
24
Praseodymium
1
Neodymium
4
Cerium
9
Lanthanum
3
Barium
30
Molybdenum
780
Niobium
4
Antimony
<1
Silver
<1
Zirconium
53
Strontium
103
Rub id ium
4
Bromine
18
Selenium
<19
Arsenic
107
Gallium
417
Zinc
<83
Copper
31
Nickel
<1000
Cobalt
15
Iron
Off Scale
Manganese
44
Chromium
164
Vanadium
168
Titanium
494
Scandium
50
Calcium
Off Scale
Potassium
II
Chlorine
II
Sulfur
II
Silicon
II
Aluminum
II
Sodium
II
Fluorine
It
Boron
62
*Beryllium
18
*Lithium
4
* - Not Confirmed
-------
APPENDIX E-IV
ORGANIC COMPOUNDS IDENTIFIED
-------
APPENDIX E-IV
ORGANIC COMPOUNDS IDENTIFIED IN
INDUSTRIAL WASTE DISCHARGES
Industry or Source
Organic Compound
Cone.
Found
mR/L
Solubility
Toxicity Data
mg/kg of
Body Weight
Fish
Toxicity
mg/L
Tas te
&
Odor
National Gypsum Co. (NG-001)
,,
di-isopropyl ether
estimated
0.025
miscible^
toxici/
unknown
similar to ethyl ether
n-propanol
estimated
1.1
miscible
oral - human LD—^
8 mg/kg
unknown
detection by odor in
water 9 ppm
dehydroabietic acid
insoluble
unknown
unknown
no odor
,,
palmitic acid
estimated
0.13
insoluble
y
practically non-toxic
unknown
no odor
,,
stearic acid
estimated
<0.1
insoluble
practically non-toxic
unknown
no odor
,,
oleic acid
estimated
0.1
insoluble
practically non-toxic
unknown
no odor
International Paper Co. (IP-12)
di-isooctyl phthalate
estimated
0.36
insoluble
unknown
unknown
unknown
camphor
insoluble
1/
moderately toxic
unknown
y
minimum detectable cone
that can be tasted 1.9 mg/L
-------
ORGANIC COMPOUNDS IDENTIFIED AND ENVIRONMENTAL
EFFECTS OF EACH
Cone. Toxicity Data Fish Taste
Found ®g/kg of Toxicity &
Industry or Source Organic Compound mg/L Solubility Body Weight mg/L Odor
International Paper Co.(IP-12) pimaric acid
est.
0.640
insoluble
unknown
unknown
no odor
" iso-pimaric acid
est.
0.29
insoluble
unknown
unknown
no odor
" dehydroabietic acid
2.7
insoluble
unknown
unknown
no odor
" Vanillin
est.
1.6
slightly
soluble
1/
low toxicity
unknown
U
odor threshold for water is
0.15 mg/L
" acetovanillon
es t.
0.49
soluble
unknown
unknown
similar to vanillin
" acetosyringone
est.
0.14
soluble in
hot water
unknown
unknown
slight odor
2/
4/
" methyl ethyl ketone
es t.
2.2
soluble
It
oral LD 50 for rats 3.98 gjn
per kg
Bluegill
affected
in cap water @
at 3380 mg/L
3/ 4/
20°C visibly detection by odor in water
50 ppm
" methyl propyl ketone —
1/
slightly
soluble
1/
moderately toxic
unknown
unknown
-------
ORGANIC COMPOUNDS IDENTIFIED AND ENVIRONMENTAL
EFFECTS OF EACH
Cone. Toxicity Data Fish
Found mg/kg of Toxicity
Industry or Source Organic Compound mg/L Solubility Body Weight mg/L
IS
slightly very toxic - probable lethal dose for
International Paper Co. (IP-12) borneol soluble humans 50-500 mg/kg unknown
estimated 1/
" diethyl phthalate 0.018 insoluble moderately toxic by ingestion unknown
estimated
" dibenzyl amine 0.007 insoluble unknown unknown
slightly
" fenchyl alcohol soluble unknown unknown
1600 mg/L of colloidal sulfur
in tap water fatal to goldfish 3.5
" octa sulfur insoluble relatively non toxic to 5.25 hrg^
practically non toxic - probable
' palmitic acid 0.17 insoluble lethal dose >15 gm/kg unknown
estimated highly toxic by ingestion and
" methyl benzoate 0 . 016 insoluble inhalation^-' unknown
slightly moderately toxic - probable lethal
" Alpha terpineol 0. 30 soluble dose for humans: 500 mg-5g/kg/2 unknown
moderately very toxic - probably lethal dose for killing strength for perch
" o-methoxy phenol 1.4 soluble humans 50-500 mg/kgi' 70-80 me/Li/ ¦
[1 stearic acid 0«15 insoluble practically non toxic unknown
Taste
&
Odor
unknown
unknown
unknown
unknown
unknown
no odor
1/
fragrant odor
odor detection in water 350
parts per billion^
odor threshold for water 30°C
is 0.002 mg/L
no odor
-------
ORGANIC COMPOUNDS IDENTIFIED AND ENVIRONMENTAL
EFFECTS OF EACH
Industry or Source
Organic Compound
Cone.
Found
ihr/L
Solubility
Toxicity Data
mg/kg of
Body Weight
Fish
Toxicity
mg/1.
Taste
&
Odor
chloroform
slightly
soluble
1/
Prolonged ingestion may be fatal
unknown
sweet taste 1/
characteristic odor
2-ethvl-l-hexanol
est.
0.067
insoluble
1/
low toxicity
unknown
unknown
Tp.rDinene-4-01
est.
0.02
insoluble
unknown
unknown
No data
HImethyl d1sulfide
est.
0.2
insoluble
unknown
unknown
stench
dimethvltrisulfide
unknown
unknown
unknown
stench
Scott Paoer Co. fS-002)
rhloroform
est.
0.27
slightly
soluble
1/
Prolonged ingestion may be fatal
unknown
sweet taste 1/
characteristic odor
methanol
est.
A.8
miscible
If
Very toxic to man - small
amounts lead to blindness;10ml has
caused death
Trout can withstand 10,000 ppm in
tap water 2 hours without apparent
in-jury No data
Scott Paper Co. (S-001)
chloroform
est. slightly 1/
1.7 soluble Prolonged ingestion may be fatal unknown
sweet taste 1/
characteristic odor
-------
ORGANIC COMPOUNDS IDENTIFIED AND ENVIRONMENTAL
EFFECTS OF EACH
Cone. Toxicity Data Fish Taste
Found mg/kg of Toxicity &
Industry or Source Organic Compound mg/L Solubility Body Weight mg/L Odor
Scott
S-001
Paper
dimethyl disulfide
est.
0.028
insoluble
unknown
unknown
stench
dimethvl trisulfide
unknown
unknown
stench
,
camphor
est.
0.015
insoluble
11
moderately toxic
unknown
y
minimal detectable cone that
can be tasted in water 1.9 mg/L
terpineol
est.
0.023
slightly
soluble
u
moderately toxic - probable lethal
dose for humans: 500 mg-5g/kg
unknown
A/
odor detection in water 350
parts per billion
dibenzylamine
es t.
0.008
insoluble
unknown
unknown
unknown
S tone
SC-1
Container
acetaldehyde
est.
0.68
miscible
1/
oral LD 50 for rats 1.93 grams per
kg body weight
2/
Bluegill in salt water 18-20 C -
96 hr TLM 53 mg/L
y
taste detection in water 130
ppm; odor detection limit in
water 4X10 ppm
3/ 4/
3/ 3/ JT
oral LD 50 for rats 3.98 gm per Bluegill in tap water @ 20°C visibly detection by odor in water
methyl ethyl ketone soluble kg affected at 3380 mg/L 50 ppm
lsopropyl alcohol soluble unknown unknown unknown
-------
ORGANIC COMPOUNDS IDENTIFIED AND ENVIRONMENTAL
EFFECTS OF EACH
Cone.
Found
Industry or Source Organic Compound rog/L Solubility
est.
Stone Container SC-1 n-propyl alcohol 0.75 miscible
diethyl phthalate 0.11 insoluble
est. soluble in
meta or para cresol 0.079 hot water
hydrocinnamlc acid
soluble
Toxicity Data
mg/kg of
Body Weight
Fish
Toxicity
ng/L
5/
oral; man LP 8 ma/kg
1/
moderately toxic by ingestion
unknown
unknown
Taste
&
Odor
y u
very toxic; probable lethal dose 68 hr TLM for flathead minnows
to man 50-500 mg/kg is 24 rng/L
y
detection by odor in water
9.0 p pm
unknown
y
detection by odor in water
for meta cresol is 0.68 ppm
1/
hyacinth - rose odor
1/
The Condensed Chemical Dictionary, Van Nostrand Reinhold Co.,
News York, New York 8th Ed., 1971.
2/
Gleason, Gosselin, Hodge & Smith, Clinical Toxicology of Commercial
Products, The Williams & Wilkins Co., Baltimore, Maryland 3rd Ed.,
1969.
V
California Water Quality Criteria, California Water Resources Control
Board, Publ. 2-A, 2nd Ed. 1963.
y
Compilation of Odor and Taste Threshold Values Data, American Society
for Testing and Materials, Philadelphia, PA, 1973.
5/
Toxic Substances List, 1972 Ed., US Dept of Health, Education and Welfare,
National Institute for Occupational Safety and Health, Rockville, Maryland,
June., 1972.
-------
APPENDIX F
WATER QUALITY DATA
-------
WATER QUALITY DATA
MOBILE RIVER AND TRIBUTARIES
AGENCY
1113S000
PRIMARY STATION SECONDARY
STATION LOCATION
STATE
0 15070
01
015060
0 2
015050
03
(l 15040
04
U150.10
05
0 15020
Ob
015010
0 7
015000
OH
0 15160
09
015150
10
015140
1 1
015130
12
015120
13
0 15110
14
015100
15
015090
16
015080
1 7
MOBILE R
MOBILE R
MOBILE R
MOBILE R
MOBILE R
MOBILE R
MOBILE R
MOBILE BA
CHICKASAW
CHICKASAW
CHICKASAW
CHICKASAW
CHICKASAW
THREEMILE
THREEMILE
THREEMILE
THREEMILE
AT L".N RAILROAD BRIDGE
AT LOWER END 12 Ml. IS.
BTWN CHICK. CKkSPAIN. R
AT BAY BRIDGE
AT ALABAMA STATE DOCKS
AT BANKHEAO TUNNEL
AT CHOCTAW POINT
Y NAVIGATION CHANNEL
CK AT SHELTON BEACH HY
CK AT US HwY 43 BRIDGE
CK AT END OF SHIPYARD
CK BELOW HOG BAYOU
CK AT MOUTH-L&N RR BHD
CK-RR BRIDGE AT MI 6.4
CK AT US HWY 45' BRIDGE
CK AT US HWY 4.3 BRIDGE
CK AT L&N RR BRIDGE
MINOR 1
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
ALABAMA
MOBILE
RIVER
BASIN
-------
water quality data
MOBILE RIVER AND TRIBUTARIES
PARAMETER DESCRIPTION
00003 SAMPLING STATION LOCATION, VERTICAL (FEET)
00002 X-SEC. LOC.1 HORIZ <% FROM R BANK LOOK UPSTR.)
70211 TIDE, HIGH OR LOW.BEFORE OR AFTER . HOUR.MINUTE*
00010 TEMPERATURE. WATER (DEGREES CENTIGRADE)
00070 TURBIDITY. (JACKSON CANDLE UNITS)
00300 OXYGEN. DISSOLVED (MG/L)
OOJIO BIOCHEMICAL OXYGEN DEMAND (MG/L. S DAY - 20DEG C)
00403 Ph (STANDARD UNITS) LAB
00610 NITROGEN. AMMONIA. TOTAL (MG/L AS N)
00630 NI TWITE PLUS NITRATE. TOTAL I GET. (MG/L AS H)
00635 NITROGEN. AMMONIANORG.. TOTAL 1 DET (MG/L AS N)
00665 PHOSPHORUS. TOTAL (MG/L AS P)
006BO CARBON. TOTAL ORGANIC (MG/L AS C)
O0"y40 CHLORIDE (MG/L AS CL)
31 bub COLlFORM.TOT.MPN.CuNFIRMEu TEST.3bC (TUBE 31506)
31615 FECAL COL IFOHM.MPN.EC MED.44.5C (TUBE 31614)
00003 OEPTh IN FEET
00400 Ph (STANUARO UNITS)
* First Digit
Second Digit
1 « highwater slack
2 = low water slack
0
=
t
3 hours
1
=
±
2 hours
2
=
±
I hour
3
=
±
40 minutes
4
=
±
20 minutes
5
=
±
10 minutes
6
=
±
5 minutes
Third Digit - 0 = no remark
Fourth Digit - 0 a no remark
-------
HATER (JUALITY DATA
MOBILE RIVER AND TRIBUTARIES
STATION - Ui MOBILE R AT L&N RAILROAD BRIDGE MOBILE RIVER BASIN MOBILE STUOY
DATE
T I ME
DATE
TIME
00003
UEPTrl
FEET
00002
nSAMPLOC
•i FROM
RT BANK
7021 1
TIDE
STAGE
00010
WATER
TEMP
CENT
00070
TURB
JKSN
JTU
00300
UO
MG/L
00310
BOO
5 DAY
MG/L
00403
LAB
PH
SU
730624 10 28
730*24 d155
730e>25 0925
730&2S 1955
730b26 1018
7 3 0 o 2 6 1*54
730627 1113
730O27 730624
7 30624
7 30624
7306^4
(C ) 730t>24
7 30 62b
7 iOt>25'
730625
730625
730623
7 3 0 6 5
7 3u625
(C) 730625
730626
7 30626
73062b
-------
WATER QUALITY DATA
MOBILE RIVER AND TRIBUTARIES
STATION - 01
MOBILE R AT
L&N RAILROAD
BRIDGE
MOBILE HI\
00003
00002
7021 1
0061 0
DEPTH
HSAMPLOC
TIDE
NH3-N
4 FROM
STAGt
TOTAL
DATE TIME
DATE
TIME
FEET
HT BANK
MG/L
730o24 1028
(C)730624
1030
11110
0.10
730624 2155
(C)730624
2157
2000
0.06
730625^0925
(C)730625
0927
1200
0.03
730625 1955
(C)73062b
1957
2600
0.06
730626 1018
(C)730626
1020
1400
0.03
730O26 1954
(C)730626
1956
2200
0.07
730627 1113
(C)730627
1 115
1200
0.02
730627 2000
(C)730627
2002
2100
0.01
730b24
NUMBER
MAXIMUM
MINIMUM
LOG Mb AN
73Uo^ 7
8
0.10
0.01
0.U4
00003
00002
7021 1
006B0
depth
hsamploc
TIDE
T ORG C
s from
STAGE
C
DATt
TIME
DATE
T i ME
FEET
KT BANK
MG/L
730624
1 U28
1
50
1 100
7J0b^4
1 u29
12
50
1100
7 J0624
1030
24
50
1100
730024
1028
(C) 7 306^4
1030
1100
6 . U
730624
2155
1
SO
2000
73u6^4
2 1 5b
17
50
2000
730624
2157
34
50
2000
7 30 624
2 1 bb
(C)7306^4
2 1 b 7
2000
4.0
73ub^b
0925
1
50
1200
730625
0926
12
50
1200
730625
0927
23
50
1200
7 30 b25
09^5
(C)730625
0927
1200
3.0
7 3u625
1955
1
50
2b 0 0
7Ju625
1 9b6
5u
2600
7 3730626
10^0
14U0
4.0
7 3u t>26
19d4
1
50
2200
730626
1955
8
50
2200
-73 0626
I9b6
15
50
2200
7 30 b26
1*54
(C) 7301>26
1 9bb
2200
4.0
7 3lib27
1113
1
50
1200
730627
1 1 14
15
50
1200
73062 7
1 1 lb
3u
50
1200
730627
1113
(C) 7 30 b2 7
1115
1200
4.0
730627
2000
1
50
2100
7 3 Ob^ 7
2001
13
50
2100
730627
2002
2b
50
2100
730b
-------
HATER QUALITY DATA
MOBILE RIVER AND TRIBUTARIES
station
02
MOBILE R AT LOWER END 12 MI. IS.
MOBILE RIVER BASIN
MOBILE STUDY
DATE
TIME
730624 1010
730624 2130
730^25 U905
730525 1936
730^26 1000
730626 1936
7 3 Gg27 1110
730t>27 2255
DATE
7 3u^24
7 30624
730624
(C)730624
730624
730624
730624
<0730624
73U625
730625
730625
(C)730625
73U625
73U625
730625
730625
730626
730626
730626
(C> 730626
7 30626
730626
730626
(C)730626
730627
730627
73U627
(C)730627
730627
730627
730627
<0730627
T I ME
1010
lull
1012
1012
2130
2131
2132
.2132
0905
QSQ6
0907
0907
1936
1*3 7
1.936
1936
1 000
1001
1002
1002
1936
1937
1936
1 938
1110
1111
1112
1112
2255
2256
2257
2257
00003
DEPTH
FEET
I
16
36
1
lb
29
1
16
35
1
16
31
1
19
36
1
14
2tt
1
16
3b
1
14
27
00002
HSAMPLOC
* FROM
RT aANK
50
50
50
50
50
50
-50
50
50
50
50
50
50
50
bO
bO
bO
bO
50
bO
bO
50
50
50
70211
TIDE
STAGE
1100
1100
1100
1100
20 00
-2000
2000
2000
1200
L2UQ
1200
1200
2500
2500
2500
2500
1600
1600
1600
1600
2200
2200
2200
2200
1200
1200
1200
1200
2200
2200
2200
2200
00010
WATER
TEMP
CENT
26.0
28*0
26.0
26.0
26*0
26.0
28.0
26*U
26.0
26.5
2tt .5
26 .5
26.5
26*0
20 * U
28.5
26.5
26 * b
30-0
29.0
26.0
26.0
26*0
26.0
00070
TURB
JKSN
JTU
30
31
30
26
26
32
18
48
00300
DO
MG/L
6*7
6.4
6*6
5.7
6.0
5.6
6.5
6.3
6.3
6.3
6.4
6.4
5.9
6.3
6.1
5.9
6.0
6.1
6.6
6.1
1.0
5.6
5.5
5.6
00310
BOD
5 DAY
MG/L
00403
LAB
PH
SU
6.8
6.8
6.9
0.7
0.7
7.0
7.1
6.8
7.1
6.6
730624
NUMbt M
MAX I HUM
minimum
LOG MEAN
730b27
24
30*0
28*0
28*3
8
48
18
30
24
6*7
1.0
5.7
2
0.7
0.7
0.7
8
7.1
6.8
6.9
-------
WATER QUALITY DATA
MOBILE RIVER AND TRIBUTARIES
STATION - 02
MOBILE R AT LOwER ENO
12 MI. IS.
mobile r:
00003 00002
70211
00610
oepth HSAMPLOC
TIDE
NH3-N
& FROM
STAGE
total
DATE
TIME
DATE
TIME
FEET RT BANK
MG/L
730624
1010
(C)730624
1012
1100
0.03
730624
2130
(C )730624
2132
2000
0.05
7 3 0625
0905
(C)730625
0907
1200
0.02
730625
1936
(C)730625
1938
2500
0.02
730t>^6
1000
(C >730626
1002
1600
0.02
7 30b26
1936
(C)730026
1938
2200
0.02
7 30o2 7
1110
(C)730627
1112
1200
0.12
730627
2255
(C)730627
2257
2200
0.01
7 30624
NUMBER
MAX I MUM
MINIMUM
LOG Mc AN
730b27
6
0.12
0*01
0.03
00003
00002
7021 1
00680
DEPTH
HSAMPLOC
TIDE
T ORG C
* FROM
ST AGE
C
DA TtL
T I ME
DATE
T 1 ME
FEET
RT BANK
MG/L
7 3 0624
1010
1
50
1100
730t>2*
10 11
18
50
1100
730624
1012
3b
50
1100
730t>^4
1010
(C)7J0624
1 0 1 2
1100
6.0
730624
2130
I
50
2000
730624
2131
15
50
2000
730624
2132
29
50
2000
7 joc>2^
2130
(C >730624
21 32
2000
3.0
730b£:5
090b
1
5 0
1200
730625
0906
Id
50
1200
730625
0907
3b
50
1200
730o^b
0905
(C)73062b
090 7
1200
2.0
7J0625
1936
1
50
2500
730625
1937
16
bO
2500
730625
1938
31
50
2500
730625
1936
< C) 730625
1938
2500
3.0
730b26
1000
1
50
1600
730626
1001
19
50
1600
730626
1002
38
50
lbOO
730626
1000
(C)730626
1002
1600
3.0
730to2t>
193b
1
50
2200
7 30626
1937
14
50
2200
730626
1938
2d
50
2200
730b26
1936
-------
juali rr oata
MUrilLt HlVt^ 4fJ|i T P I rtU T AW I L b
Si a II (Ji j -
' "
1
lUiUL*- P
iT w'J LmICK.
C>nsp»«In. *
MUblLt WlVLk
o ft b I N
MOB
UUU03
UUUUtf
7 0d\ 1
i)0U 1 0
0 U 0 7 0
U 0 30 0
I it-. H* Th
Hb^'^Kl UC
T lot
wu [fc*
TUkd
IM)
*> f- KUM
b TM^e
11 MP
jKbivl
' t
I'A I L
f I ''L
h ttT
•'I oArM
CtNl
J 7 u
Mu/L
/ J D d 4
|W«»5
1
ct v)
1 1 UO
£ti . vi
bml
f J (1 o d <*
'i-cfO
o
dO
1HJ0
dl •o
b.l
/JND,>
il -<<~ [
1 i
do
1 1 I)U
dl ml
b mO
I J )0(Tt
u'ou
1
bD
1 1 (10
do • 0
6. b
1
1 1
b u
1 i O0
d i ,o
6.6
/ ji so
•J
dl
Dl)
1 1 u 0
dim 0
^ .d
/J 1 D;>
''-too
1
fill
U uu
cro • u
6.6
/ J I ' 6 ^ H
U ^ Db
1 ^
rtu
i 1 1)0
dl .O
6.4
^ JUb:'4
ii-yo /
d**
tw
i 1 00
d 6 . ->
1
',1(1
I
U /
I 1 I'U
d*
f .ti; C3 -u
^ 1 :it>
1
^ ij
^ 1 ou
. D
b.b
/ JL'Of''*
d I yjo
1 u
dl U0
d^O • ^
b. 7
! J'J o 1
dn,o
. b
b.tt
I J>. Od<*
^111
11
D 1
d lDU
<^a • o
b. d
1 J-'bd-*
^ 1 1 ^
dl
D 1
c 1 -i 0
^¦3.-3
b. b
I J .1 *) d 4
dlb
1
rtf
d 1 'i0
dO m D
b.S
I j-i bd**
d\ lo
1 J
^0
d 1 uO
<^C3 . O
b. 7
t j ' bd <*
dl l f
d o
(3 'J
d\o\)
^ / . 0
1 .9
ll
('•.) y j 'j o d <*
dill
d \ 0 0
db
/ S'ibdO
u *> *~ o
I
dO
i J ) r>
¦l~>H ?
1 -
do
1 JUO
1 J U 0
dti. 'i
6.1
/ JI>DcO
U " D IJ
c J
bo
1 JuO
C? f m 'J
1
0 <-s b *~
1
a 'J
l^.JU
da m o
6 . d
{ job do
u ^
1 j
o u
1 £fu 0
r. d . u
b . i
f JUbdO
0 bb
dO
n 0
1 CUU
dt mO
1 . 7
1 - O
< L ) f Jilbdo
•jnDb
1 J0U
d H
1
I
d u
d H IJ 0
d 1 m J
6.4
/
1 >tdl
/
C 0
^ H u U
^ V . u
b . b
f J JOCD
\'*dd
1 <*
d (J
d^0 0
'J
6.4
/" j <> b d o
1 -t do
i
D U
cTh J U
do m O
6.3
7 jub^r
1 «^b
1 >1
~) iJ
^ 0 0
do m O
6.3
/ J 'J b £ D
1 ^ I
1sy
U
c^bUO
dO m O
b. b
7 Jl/OC D
1 ^di
1
f5 J
^bUO
da, o
6.4
f JOOdO
1 ^ J J
I ^
rta
^bu 0
da mo
6. 1
J J obdo
1^31
d J
rtU
£fbwO
dd mO
6 . 3
'^U
(C) f job do
i'yJl
db
/ JU6db
U ^h u
1
1 H u 0
dri • o
6 m d
'! 3oodb
0 t* 1
1 0
1^00
dd mO
6.3
tJUbdb
0 -i^'d
1 i
c: o
1 <~ 'J 0
dim b
2.6
/ J
U >4t>
1 £
D U
I ** u 0
dOmO
6.0
7 Ji)6df6
u ^4 b
dd
bu
lbuu
dl mO
3.4
1 JObdb
U -^H /
1
bu
1 t)U0
da.-o
6 . 4
MuBiit: sTuDr
i ]
7 J'j'
7 J i
7 3'
00310
bOD
b DAY
MG/L
00403
L AB
PH
5U
7 » L
7.0
7.1
-------
WATEW DUALITY DATA
MOBILE H I VE* AND TR I bU T AH IES
STATION - 03
MOBILE H BTWN
CHICK.
CK^SPAlN. rt
MOBILE H!
0000 3
00002
7 U2 1 1
OOOIO
DtPTH
HSAMPLOC
TIDE
WATEW
'» FkUrt
STAbE
TEMP
UttTt
T 1 ME
f-ee r
KT bANK
CtNT
73u b2b
U9fb
12
60
lbOO
2b. 0
730b26
09 730o2b
1^26
dlOO
730b27
1 Ob 5
1
2U
1 2 0 U
29.b
73u62 7
1 U3b
1 U
20
1 20 0
26 .b
7 30o2 7
1 Ub f
19
2 it
1200
28.b
73ub2 I
1 03^
1
bU
1200
29.b
7 l\)bd7
1 1 00
1 1
bo
1200
29.0
7 j u b 2 7
i 1 u 1
22
bu
1200
2 7.0
/ JUb2 /
1 1 0 J
1
HO
1200
29.0
7 3U b2 7
11 IK
1*
au
1200
20.3
73Ub27
1 1 u 3
27
00
1 2 0 U
27.b
(C)7J0&27
1 lob
1200
73'i62 7
22bl
o
2 0
2200
28.5
/ Jwb27
22b2
14
2 0
22uo
2b.3
( C ) 7 3 0 b 2 7
22b2
220 0
DA Tt
T I 4E
7 3(J b2b 0^40
7 3Un2b 1^19
7J0b27 103b
7 Juo*: J 22 36
73:
7 30
o2«+
• i £, X 1 M ¦ i M
f" 1 iNJ I MUM
LOb MCAfj
n2 7
Id.
29.3
26.b
28.2
BmSIN
MOBILE STUDY
00070
TUWB
JKSN
JTU
00300
UO
MG/L
00310
HOD
5 DAY
MG/L
00403
LAB
PH
SU
23
24
6.0
1.8
6.2
b • 1
b.8
6.0
6.0
0.7
b. 1
b.8
4.0
6.7
6.1
3.9
6.6
6.1
1.3
6.4
6.1
1 .5
b.b
5. b
2.5
5.8
b.4
b.5
b . 7
5.6
b . 4
u . b
7.3
7.2
7.3
dl
O.b
7.0
d
dl
20
d 4
72
6.7
0.7
4 . 9
d
O.b
O.b
0.5
8
7.3
6.9
7.1
-------
rtA 1 tP (JUAL I r r UATA
MUblLE RIVE* flNu rklhJUTAWltS
ST a r 10'; - .,J
MQrtiLt H oTwN ChICk. CK\SPAlfg. k MOHlLE PlVER BASIN
MOBIlt" STUDY
f>ft Tt
7 J 0 o 24
7 3 0 o 2 **
730o2d
7 306<;o
7 j () o c b
730^26
7 3 'J o c I
7 3d '.->2 7
T T-t"
0^30
210b
0^<*b
1 ^20
1 -* 1 ^
1 UDb
223b
Uo It
(C ) /3J624
(0)7 JOG**
(G) 7_>0O2d
(C ) 73L)02d
(C ) 7 Jijb2t>
(C) f 3i>026
(C) 73(J 02/
(C > 7 3 J 02 7
1 i-iL
uyo/
211 7
OODtJ
1^31
u S"4 -V
1 V2t»
1 1 OD
22d2
OUOU3
OfcVTht
*EET
00002
HSamMlOC
-o Fhum
kT duNK
f o21 I
T IDE
ST ACjc.
1 1U0
^ L 0 0
1300
2b00
lbuO
21U0
120 0
22u0
OOblO
NH3-N
TOTAL
MG/L
0 . OH
U. 1U
0. 1 1
0 . U3
0.21
0 . 0 7
U ~ 1 4
0.06
0U63Q
N02kN03
N-TUTAL
MG/L
0.30
U.32
0 . 2d
0.32
o .27
0.30
0 .24
U .3 L
0063b
NH3&ORG
N-TOTAL
M(3/L
0.31
0.26
0.27
0.40
0 • 36
0.25
U .33
0,20
00665
PHOS-TOT
M6/L P
0.06
0.12
0.1b
0.04
0.30
0.1*
0.0b
0.0b
7 3" c: 2 «~
MJ" -it ~
¦INI MOM
LOb
73'^2(
•3
0.21
U. u3
o.. o^
d
0.32
U .24
0.29
ti
0.40
0.20
0.29
a
0.30
0.04
0.09
T Imc
7 3 0 o 4
7 3 0 o c 4 0 j 0
7 3 0o24 210b
7 30 024 210b
0 0 0 0 3
0 0 0 0 2
/ -J 2 1 I
00e»d0
0 04A o
'J t ^ 1 r
H^AMrM.UC
T JUL
T U»^ ij C
CHLU* 1 ut
s F rJOM
S f AL>t
C
cl
Uu I L
1 I ml
(¦LEI
r< I h At^r,
NRi/L
f^"j/L
I Jvod<4
'i 9<* b
1
2u
1 1 UO
2H . 0
7 3 u 0 2 »~
i.l 4 4 0
d
2 U
1 100
26.0
7 j o o 2 4
UV4 /
1 1
20
1 1 00
4 1.0
/ 30O24
O'VDU
1
bO
1 100
10.0
7 3"024
OVb I
1 1
•DO
I 1 00
4* . 0
f 3 0624
0^D2
21
DO
1 1 00
<**b0 . 0
7 30024
09DD
1
on
1 1 uO
10.0
(CI f 3U6*ru
O^bb
1
I 1 uO
7 3 U 0 2 4
u Vbb
1 2
i1»
11 UO
o5 . 0
7 3 0 6 2 4
¦j 9 b f
2^
do
1 1 00
12000.0
( C ) 7 JO 02^
09b f
I 100
o.u
! 3002*
2 1 JD
1
2 0
2 1 00
1 b. o
/ JU624
2 1 ob
1 0
20
2 1 UO
2t . 0
7 3 0 0 2 4
2l0f
2 ij
2 u
2 1 ou
100.0
/30624
2110
1
bO
2 1 O0
11.0
/ J0O24
2111
1 1
bO
2 1 00
26.0
f 3 0 6 2 4
21 12
21
bu
2 1 ou
do • o
7 j u e>2 ^
21 ID
1
0 0
2100
16.0
( C)7 30024
21 Id
1
2 1 UO
7 j v to 2 4
21 lb
1 3
ttO
2 100
04 . 0
73"624
21 if
2b
60
2 1 O0
12000.0
(C)730624
2117
21 UO
3.0
7 3062b
U64b
1
20
1 300
16.0
730625
0d46
7
20
1300
34 . 0
7 3 0o2b
0o4 7
14
20
1 30U
3r>0 . 0
I Ju62^
064O
1
DO
1 300
14.0
31 Sob 3161b
TOT COLl FEC COLI
MHN CONF MPnECMEO
/100ML /100ML
330
700
20
-------
STATION - 03
MOBILE RIVER AND TRIBUTARIES
MOBILE R B T WN CHICK. CKkSPAlN. R MOBILE HIVI
00003
00002
7021 1
depth
HSAMPL0C
TIOE
% FROM
STaGE
OATd
TImF.
ImTE
T I ML
FEtT
K T OANK
7 Job25
0d49
12
bO
1 J00
7Jub25
UODU
23
5U
1 300
7 JO b2b
Obb<*
1
tJU
1200
7 3 0 o 2 5
U d <~ 5
( C ) 730o2d
•j dit
1
1300
/3uo2d
urtSD
1 3
au
12UU
73ob2D
Udbb
25
do
1200
7 30 o2b
0d**5
(L ) 730b25
Ubbb
1 JO0
73u62b
1 920
1
2 U
2^00
7 Ju62b
19^1
7
2 0
24u0
7jub25
1 9^2
1 «~
2 0
2400
7 Jubc'D
I 92D
1
bU
24U0
7Job2D
1 92b
lu
5 0
2d 0 0
/ Jub2b
1 92 7
19
r>u
2500
7J0 625
1 9 2 9
1
HO
2 D 0 0
7 30b^o
1 4 JO
12
80
2b o 0
7 J u btrb
1 931
23
MO
2b o 0
7 J'J *~>d D
1 92 0
( C ) 7 3 u o d d
i^Jl
2bu0
/ 30^£O
04^0
1
20
1 hOO
7 J06db
1
m
20
1400
7 J0o2b
0 VH2
i -i
2 U
1 H Ul)
7 J0b2b
ii Vhh
i
5 0
lauO
/jubcio
U 44 7
i
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1 D00
7 3 U h 2 6
0 9 4 0
( C ) 7 3 0 b ^ b
0 V** 7
i
1 DUO
7 J' t O i; b
U^4t)
i -
Ijl)
1 DUO
7 jub2b
U ^
2 C
on
1500
7 30ofb
U9**0
( C > 7 3 0 •> 2 b
(J S4 ^
1 b ii 0
7 3"bdb
) v 1 4
1
2 0
21UU
7 3 o b 2 b
1 ^2 U
V
2 0
2 1 00
7 Jub2b
I V2 1
i 7
20
dlVO
7 J U b 2 6
1 ^22
1
5 U
21 00
7 J Jb2b
1 -* 2 3
1 u
b(»
2 100
f Jl Dc'D
1 /2H
2 U
bo
2 100
7 J'jb2b
1 V2b
1
O >)
2 1 UO
7 3o
1^19
( C) fJ0b2b
1 -V2b
1
2 1 L'O
7 3-.b^6
i vc 7
I'd
Oil
210 0
7 ji.'Oc'b
1^2^
2 J
do
21 00
7 3 u -> 2
i -i 1 9
( C ) 7 3 U f> 2 ft
1-^20
2 100
7 Jobc 7
1 ODD
1
2 ii
1 2 U 0
7 j0 0 2 /
1 Obr>
1 o
2 0
1 200
7 J0b2 7
1 'Jo 7
19
2 0
1 2 0 0
7 jobc 7
1 ioV
1
52 7
1 1 U J
I
HO
1200
7 3 U o 2 7
I UDb
(C) 730b*; 7
1 10 J
1
120 0
7 JOG2 7
1 1 u **
1 <~
t<0
1200
7JUb2/
I 1 UD
27
mt
IdUO
7 3or>£ 7
1 U 5d
( C) 7Juoc/
1 1 Ub
1 2 0 0
7 j.Jt>2 7
22
1
220 0
73-.7
22 J"
1 2
rtd
2200
7 J'JOd 7
22*+ u
2h
dO
2200
7 J 027
2i"+D
1
^ J
2200
fJno27
22^ o
1 1
DO
22 U 0
7 J'JG2 7
22^7
21
DO
2200
7 30027
22dU
1
2 0
2 200
7 J'jb2 7
22 7l
o
20
2 2 0 U
7 J»,^7
C2D2
14
2 0
2200
7JUb27
223d
( C ) 7 3')b2 7
2252
2200
006B0
T OWO C
C
MG/L
2.0
3.0
7 3>>o24
Ivj, ir-VJC-H
•-r.XMUM
kj NIMIJM
lOG MLaN
fdl
BASIN
MOBILE STUDY
00940
CHLORIUE
CL
MG/L
31505
TOT COL I
MPN CONF
/100ML
31615
FEC COL I
MPNECMEO
/1OOML
b<* • 0
1 1 7 0 U • 0
30. o
1 (JO. 0
1J/bO.U
92.0
1U0.U
1 bU . (J
db . 0
1000.0
1 2 • 0
bS.G
IdO.O
13.U
29 .0
d2u0.0
41 .0
1 4 , U
lo.u
1 uuO. o
10 0.0
100.u
250 . 0
32.0
7n. o
1 JUOO . 0
32.0
12d. 0
Dd5. u
7. u
21 .0
3 1 DO.0
2U. u
32. u
1 2 bu . 0
1 4 . 0
IdO.O
1 22do • u
7ti
wb
o3do
61
200
0 0 0 • U
1 DO . 0
2 0 0. U
2do . 0
220
20
1 70
4900
20K
330
7u b b
I 3 7 DO.J 4900 50
7.0 1 7 0 2 U r\
1 s 1 2b
-------
Wart- P uUAL Mr DATA
N'OrilLt" HIVE:* AND TMlriUfAHltS
S 1 A I [ON - oa
MUdiLt K AT riAf okIUoE ^OrtlLt HlVtR bttSIN
(»a 11
ri-K
UttTt
T i nt
U 0 U 0 3
\)t PTn
f-tEl
OUUOi?
MbAMPLUC
*, FROM
H T 84NK
7 0 if 1 1
T I L)L
SfAGh
OOU 1 o
w A T t k
Tlmp
CtNT
/o v u b
/ J¦jOd.e* u^ j /
7jwb^4 0 v jd
7 J u b if Uviu
1 Jo->d<* 0*1 1
/juoct u^l<:
7 3 u b hd<* US'Ob ( C ) / JVOdb U V 1 /
7 jobc:^ i *3u
/ j.ib^4 1 ^ J1
1 J >Od^ I ¦ ~id
1 JVOd* l^Jo
/J itJc:" 1 ^ Jb
I J>OOC+ 1 ** J 7
7 3 If Od1*
7 j io6 lv»»|
I i d
730b£** l-OO (( ) fjubi?^ l^*/f
/ J\)ldo U /hk
f JUb^D J /4 1
/ iJ'Ddo \j7t*d
1 JOodo 'j f** J
I JuDdo 'J 7 <* h
7 3 0 b £ b 11 / b
/ J,ib('b u / «~ o
7 J J b i*-)do 1 O *~ b
7jub£o In^-i
7 J.itjcro 1 o4 7
7 J,>b^b 1 o**o
7j.io £b lo<*v
7jjb£b lobu
7 joboefb Id^b (C)73ubifb lobb
7jub£Tb Odtfb
7 JUbifb U 8
1
1 b
3 1
1
1 7
33
1 b
1
1 7
3 J
1
1 o
3n
1
1 ^
c>
1
1 7
1
1 b
3o
1
1 7
1
1 7
34
I
2 0
^ i)
if'J
bu
bu
bu
on
80
bu
^u
b'i
b'l
b o
o0
b>)
oU
dU
bO
bo
b)
a «J
oo
8 u
t^O
d<)
d \j
bu
b 0
bi»
8 u
8-J
d o
if'J
ifO
u
if 3UU
if JU(J
d 3U{)
, b
<^o • D
dt>. 0
d b • b
. b
£5.0
dl
dl .b
if 7 , 11
i^d. •/
dl .'•
dO . t)
• u
df .o
do, b
^o • D
d 1 0
do. b
^d. b
<^b . b
.b
£Tb . u
^ b. d
do ,n
~dd • 0
db.b
^d. 0
if 7 , u
^b. U
do ~ 0
MObiLt STuor
0007U
ruh(b
JKblv
JlU
U030U
DO
Mb/L
00310
riOU
b DAY
MG/L
00^03
LAB
PH
SU
6.6
6 • b
b.l
6.8
1 • 1
?.U
3. b
1.1
1 .b
b.l
b.d
6.0
6 . U
b.l
O.b
3.9
3.7
U .9
b.d
6. U
b . if
6.3
1 . 7
1 .b
4 . U
1.4
1 . b
6.4
6.0
0.7
6. <~
0.0
1 .3
b . <~
7.3
7.2
7.4
7.4
-------
waur 'jual I ry data
MUrilLE &lVt~K AND TRIdUTAMES
STaT |Ofj
MOblLh K AT bAY oklDOE MOHlLt rtlVE.^ bAbIN
T I Mt
7 0d2S
7 3 u v»cb 1 0*+ 3
7 3 0oc ? 0•< 1 9
7 3(io^/ 22 i-5
00003
0U002
7021 1
000 1 0
iJt-FTh
Hb^MPLOC
TlUt
*ATfchi
*> f- MOM
S T aGt
TtMP
OA T L
T 1 Mt
httT
nT HANK
ctN r
7 joe>£?t>
0 83b
20
80
1200
2b.b
7 3 0b2b
uoJb
4 0
O0
12 UO
2b.b
(C)730b2b
0 o 3 b
1 2U0
7 3»ti2b
lb<+3
1
do
^100
28.D
7 J11 b 2 o
I a***
1 1
2 0
c: loo
29. o
7 31' b 2 6
1 04d
<*2
du
dloo
27.0
7 3"02b
I ti<*9
1
bO
21 O0
2b.d
^ J ob2o
1 rtb'J
lb
D 0
C 1 00
d&• 3
7 3 u to2b
1 OD 1
3i-
DO
C\00
2b . d
vjiO^e
1 UDO
1
t<0
21 UU
29.b
7 3 •' b2b
1 DD /
lb
80
^ 1 uO
28 . b
7 j->b2b
I tfDrt
3o
H'i
21 00
2b.b
(C) /3062b
1 050
c: 1 uo
7 jobc: J
0S» 1 9
1
do
1 3u 0
^9 . D
7JOOd 1
n
dU
1 JO0
dd, 0
( mod 7
092 1
lb
d 0
1 JOO
^ 7.D
7 3 o o d I
0 9c 2
1
DO
1 300
^9 . 0
f J-J02 (
0 id J
1 b
bu
1300
do • u
f JUb2f
l) VcTH
3c*
bu
1300
£^b.b
7 jood7
0vd*3
1
on
1 JO 0
29. 1/
Muoc' /
overo
2 1
<3 0
1300
.0
/jobd /
d>*2 /
<~ 1
HU
1 JU 0
fiTO . D
( C ) f JUb2 7
u s 2 /
1 30 0
7 3 J b 2 /
C^lD
1
20
«^O0
CO • b
f J.ityd /
22 i o
1 O
20
2200
^0.5
£2l /
1 *
2U
cduO
. d
/ 3ub2 /
222 0
1
DU
dcuo
28. b
f 30b2 f
cdd I
1 3
b->
Cd 00
28.b
f 3 o b 2 I
2222
2'l
D(J
2200
2 / . 0
f JliOd J
cdd.b
i
£200
dti. o
/ Jub2 7
2^2o
1 b
-30
C^OO
20 . D
7 3ub2 /
Cdd. 1
31
o 0
£^2uo
2 f . u
{ C ) 7 J u b d f
dec l
ccou
7
hvJ^rit **
•••» t I >'LM
" [''J I -Ujr;
I ')(7 -.1 ¦
71 f/.7
id
29 . o
2D . 0
2/.3
MObUE STUDY
(J00 70 00300
TUWb DO
JKSN
JTU Mb/L
1.1
1 . 1
lb
b. 1
b,2
o. u
b . 9
b.9
0 . 0
5. b
4.8
0 .b
d 0
b . t*
b. 1
2.3
b . t*
4 ,4
1 . ^
b,9
1 .8
1.0
1*
b. f
b . b
4. y
b. 7
o. b
0 . 0
b.b
o. 1
0.0
cl
b 7 d
Co b. d
lb 0.0
2l 0.0
00310 00403
BOD LAB
b DAY PH
MG/L SU
7.7
7.3
1.1 7 . b
0.7 7.3
2 8
1.1 7.7
0.7 7.2
0.* 7.4
-------
WATER QUALITY DATA
-lOrilLE WlVtK ANU THlrtUTAHiES
ST A\ 1 0N - 0*
'^OrtlLL H AT our rt^lObE MOrtiLt HIVE* rtASjN
D«Tt
T 1ME
DATE
T IMC.
U 0 0 0 i
UC.P 1 n
Ftt r
00002
*i">AMPLOC
i. FK(M
KT n«hK
7\)dl 1
T 10c.
ST «bE
00610
nm3-n
TOTAL
Mb/L
7 3 0 o2
7 30 Di't
73 0b2b
7 30bcb
7 3 0 r>2b
7 3 0 b 2 b
730b27
730b27
U -*0b
1 ^ iU
0 7*0
loo
0 s2b
lb*3
Jv 1 9
221b
( l J 73Ut>2<»
( C 1 7 30b24
{ L ) 7 J0b2b
(C ) / 3 -j b 2 b
(C)73062b
(C)7JUb2b
{L) /3Ub2 /
( C ) 7 j vj b 2 7
U9l 7
1942
U 7*o
lbD!3
0 d 36
1 dDO
U 92 7
222/
1 1 00
2300
lbuO
2JO0
i2uo
21 oO
1 3U0
2200
0.1*
U.L3
0.1*
0 . i 7
U • 1 b
0.1b
U . 1 *
U . 1 *
73un2*
f ..,«
••• L K I 1.
MM -
1 OG iJ"-t I •,
¦,f f
a
0. If
0 . 1 3
0 • l!D
7 j U tj d * 0 J b
7 3 0 o UVUf)
730b24 1930
7 30 b2* 1930
U 0 0 U 3
0 0 J 0 2
f 1 1
ULP Th
Hb/.MHLUC
I luE
h f" K 0'^
b T .. bE
uM t
I ! Mt
(• Et I
k I ri
7 3ub2*
u^ur>
1
2 if
11 ru
/3062*
(IH'J /
c,
e>»
11 uu
7JUb2*
uvurt
lb
d 0
1 1 00
7 30 b2*
U V 1 u
1
DO
1 1 l»U
7J0b2*
u^l 1
1 b
-0
1 1 I'O
7 Jood**
,'912
33
bu
1 1 (10
7 J vi bd *
09 1 D
1
ho
1 1 00
( C ) 7 3 0 b 2 *
09 15
1
1 1 UO
/30b2*
uvlb
1 h
n i)
1 1 UO
/ jooc!'*
1)91 7
3 b
rtl)
1100
( C ) 7 3 U b 2 *
U V I /
1100
7 jub^**
1 9 Jn
1
20
23uU
7 3"bc*
1 •* 3 1
b
CM
230 0
7 3 ibd<*
19J2
Is
2U
2300
7 6->bd<*
1 93b
1
bO
2300
7 3b c *
1 ^ 3b
1 b
bu
2300
73 _>b2*
193 f
31
bO
2J00
(Jjb^t
1 9<» U
1
nu
23 u 0
3b0 • 0
J 1 5 U • 0
2b . 0
93^0 . 0
13 7bO • 0
11)3. 0
b9U0 . U
1 32=>U . 0
00635
NH3&0RG
n-total
MG/L
0. 24
0.20
0.33
0.33
0.*0
0.33
0.28
0.28
8
0.*0
0.20
0.29
31 bOb
TUT COLl
MPN CUNF
/1 OOML
2*+ U 0 0 OL
0066b
PMUS-TOT
Mb/L P
0.0b
0.13
0.0b
0.0b
0.0b
0.07
0.03
0.0=>
b
0.13
0.03
0.06
3161b
FEC COL I
mpnecmeo
/1OOML
230
1 2b. 0
200.0
*00 . U
1 00 . U
1 UOO.0
1 3 f bO.0
12b. 0
1 1 00 bO
2b00 . U
1 3 7 s 0 . 0
7 3 . U
1 00 . 0
o900 .0
*4 . 0
-------
WAIC.K UUML1IT UHIM
MOBILE HIVEK AND TRIBUTARIES
STAT 1 ON
- 04
MOBILE R AT
BAY bRIOGE
MOBILE RIVER
BASIN
mobile
STUDY
0 0 0 0 3
00002
7021 1
OObfctO
00940
31505
DEPTH
HSAMPL0C
TIDE T
ORG C
CHLORIDE
TOT COLI
% FROM
STaGE
C
CL
MPN CONF
DA TL
TIME
>ATE
T 1 ME
FEET
RT bANK
MG/L
M(j/L
/100ML
730b25
0744
1 7
SO
1400
1 07b0.0
7 Jub2b
0 74b
33
SO
1400
lt>2b0.0
7 J (7 b 2 5
0 /4t>
i
dO
lbOO
d4.0
730^2b
0 740
(C)
7 30b2b
074b
1
1 boO
1700
7 3 0 b 2 b
U f 4 I
lb
00
lbOO
4000.0
73<>b2b
0 74b
3b
dO
1 bO 0
14 7b0.0
730b2b
0 7<»0
tC)
7 30 b2b
0 74b
lbOO
3.0
73ub2b
1 84b
1
2 0
23u0
125.0
732~>
1 «b3
1
80
2300
17b.0
7 3'ib2b
1 t*4b
(C)
7J0b2b
1 ob3
1
23U0
3300
7j\jb2b
1 db4
lh
do
2300
bloO.O
/ J>jb2b
W,bt>
3 b
nU
2300
14 7b0.0
7 3 (in 2*3
1 tt*b
(L)
7 j o 6 2 b
1 Obb
2300
3.0
7 J ub2b
Urt2b
<*
20
1 100
crbO . 0
/ J0t>2b
Urt27
1 7
20
1 1 00
13700.0
7 30b2b
0o3o
1
bO
I 200
b3 . 0
7 3 0 b2o
0 d 3 1
1 7
bO
1 200
BbOO.O
/3Ub2o
\)n3d
3<»
bO
1 20u
lbOOO.O
7 JUb2b
U 0 34
1
du
1200
7 U . 0
7 J0o2b
0d2b
(C)
730c»2b
Jo3h
1
1 2 0 0
230
7J0b2b
Uc3d
20
»0
1200
13700.0
7 Jub2b
0o3b
lj
o U
1 200
lbbUU.0
7 30^^^
0 d^b
(C )
7J0b2b
0o3b
1 2U0
2.0
7 J xj b 2 b
1 H4 J
1
20
2 1 UO
210.0
7 j >>b2b
1 0*4
1 1
2 U
2 1 00
4 U 0 . 0
7 J Joe? 6
lo<+D
22
20
2 100
1 1buO.0
7jjb^b
1 o«* v
1
bD
2 1 00
V2.0
/ J.)b2b
lODO
1 b
bO
21 00
3b0 . 0
7juo^b
lobl
3o
bO
21 00
1 b2b0.0
7jhb2t>
L rt 5 0
1
eO
2 1 00
1 bb. 0
730-2b
1^4 3
(L )
^ J 'j b 2 6
1 031
1
2 1 UO
1100
/ J •. i b 2 b
1 I
14
till
2 1 00
19^U.0
7 J 'j b 2 b
1 bbrt
3b
nO
21 00
1 6dbU.0
7
1 r»0
( L )
7 3 u b 2 b
1 05f)
21 OU
y. 0
/ J J b 2 /
0*1^
1
du
1 3U0
4 1.0
f30b27
0 V2U
o
d u
1 3 U U
1 2b • 0
/ JUbc1
0^2 1
lh
dO
1 JUO
11200.0
7 J u b 2 7
Wdd
1
bU
1 300
40.0
7 3ub2 7
0 *2 J
lb
b o
1 300
22bU.0
/ J u b 2 7
0^2*
J2
b U
1 300
1 b 0 0 0 . 0
7 Jub27
U^2b
1
nU
1 juU
44.0
7 J0')2 7
U*l<*
(C)
7 JOb^ 7
0^2b
1
1 JUO
1300
73Ub2 /
U*2t>
21
CH»
1 J00
13UOO•0
7 J 0 b 2 7
u v2 /
4 1
dO
1 J00
lbbOO.O
7 JO b2 7
0<* ] <*
< C)
7 J0b2 7
0 V2 /
1 JOO
3.0
7 3-/b2 7
22lb
1
2u
2200
2b'J . 0
f 3Ub£7
221b
1 D
2D
22U0
'~bO . 0
/3ob2 /
£21 7
1*
21)
22U0
1 bbl). 0
7 3ob2f
222u
1
bO
2200
1 lb.O
M-»b2 ^
222 1
1 3
b v)
22 OU
1 bOO•0
7 3 u o 2 7
dddd
2b
bO
22ou
14000.0
7 3'(be: 7
222 b
1
du
22u0
237 .0
7 Jub27
222b
1 b
dO
2200
yoo.o
7 J"b27
cf227
31
du
220 0
14JOO.O
7 31o2f
221b
((.)
7 jooc: 7
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waIi-k wUAL I T 1 uATA
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TRIBUTARIES
b I M I . O'J - s
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MOblLE RIVER AND TkIoUTARIES
STATION - <'->
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U" Tl
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WATEk UUALIIY data
HUoILE KIVtK ANj T hIHU r AK11 S
STaTIUM - 11*1 MOBILE K At bAivkhlAl) TUNUcL MOolLt *IVErf rlAblN MOnILt STUOY
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-------
WATER uuALITY DATA
Mud IlE KlVErf AND TRIBUTARIES
STATION - n MOBILE K AT HANfvHEAO TUNNEL MOBILE *IVEK BASIN MObILE STUOr
00003
00002
7 01? 1 1
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total
N-TOTAL
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TIME
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1300
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WATKW UUALlIr UfllA
hohIlE
kJVt* «NU
TRIBUTARIES
st a \ i «n - • i
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ChOCTA* r^OlNT MOolLfc.
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water duality data
MUrillE HIVE* AND TRIbUTAKlES
STA T I ON
MOBILE K AT CmUCTAW POINT MOblLE HIVtH bAblN
OOUU3
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00002
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¦ INI M\ M
LOG '^k 'iN
7 3o r £ 7
7021 1
TIDE
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MG/L
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(C) 730624
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1 300
0.14
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00630 0063b 00665
N0£e»N03 Nn3sOWb PnOS-TOT
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MG/L MG/L MG/L P
0 . 1 b 0 . £ 7 0 . 1 J
0.14 0.21 0 • 03
0.13 0.32 0.06
U.12 0.40 0.03
U. 14 U.43 0.07
U. 16 0.37 0.03
0.13 0,25 0.0b
0. 19 0.25 0.03
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0. 19 0.43 0. 13
0. 1* 0.21 U.0 J
0. U 0.30 0.05
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CHLUW1DE
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Mo/L
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3161b
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b 0 0 . 0 4 v 0 2 0 K
b£20.0 3241 9/
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wATtK 'JUALlTf DATA
MUblLt WIVE* AND IHIHUTAKIES
STATION - ^CmLLfc- ttA Y NAVIGATION CnAN^tL MUttlLE KI ^ £R tJASlN MOblLE STUDY
0 0 U 0 J
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0 0 0 7 0
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00403
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TEMP
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5 DAY
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l.uTc. T I 'iL
mi ft
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7 lub^
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1
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1 400
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1 400
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*ATER DUALITY DATA
MOW ILE RIVER AND TRIBUTARIES
MObll.e: BM NAVIGATION ChANNLL MOd I LE K I VLR
Da It
T I "it
un T L
T I Mfc.
UUOO J
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0UUU2
HbAMRLUC
^ F w 0 M
hT bANK
70211
T IDE
STAGE
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total
Mb/L
7.ii«b24
7 jU*->24
7JUh2b
V J u h d b
7 J 0 o 2 b
7 Ju b
7 JUb27
7 j i)»-) ^ 7
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2120
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( 0 ) 7 JUb2b
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( C) 7 J 0 b 2 7
0 /o7
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17 3/
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1 7 4 7
0 7 DO
212J
1400
2400
1200
2 I U0
l uou
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1 1 00
2400
0 • I 0
0.17
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0.17
0.1*
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7 J«>o2*
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7 JUb24
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1 1 00
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1 100
7 J0n2 7
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(C)7 3 U b2 7
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1 1 UU
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2 1
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7 j»ib^7
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4 1
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2 4 0 U
7 JO o2 7
2 120
(C)7 JU7
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MOblLE STUDY
0 0b JO
NOcJe.NO J
N-To T AL
MO/L
0. 12
0.1b
U. 1 J
0.11
0.13
0.1b
0.11
0.1b
d
0 . lb
0.11
0.13
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NHJ&URG
N-TOTAL
MG/l
0.46
0.33
0.30
0.37
0.3b
0.38
0 • 3b
0.25
b
0.46
0.2b
0.3b
00b6b
PhOS-TOT
MO/L R
0.07
0.04
0.20
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0.06
0.37
0.03
0.03
b
0 .b0
0.03
0.10
0 0 94u
CHLOWlOt
CL
Mu/L
31 bOb
TOT COL I
MRN CONF
/100ML
31 bl 5
FEC COLI
MPNECMED
/1OuML
2odu . 0
132bu.O
lbUOO.O
330
SO
19 0 0.0
920U•U
1 b2b iJ . U
1100
130
1 J D 0 . 0
14/oU.O
1 7^00.0
1 UOU ,
142bu,
1 b 7b0,
330
1 1 7d.
12/o0.
1 e> 7oU ,
230
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i 22oo. U
1 b-ibu . 0
bO
12ou0.0
lbdOO.O
1 100
110
,
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1bO OU.
2J 7 7
I 7oU0.0 4 40 0 230
9b0.0 330 20
obub.9 759 7b
-------
WATEW UUALITY L)ATA
MOttlLL KlV&H AND T K1 OUT Ak 1 E S
bT.lT ION - -w
CrilC^ASArt CK at bHELfON riEACH HY MOBILE RIVER BAblN
MOBILE STUOr
U«Tfc
T I 'L
u a r e
r i .-it
0 0 U 0 J
1 >E P T H
i- tt r
00002
nbAMPLOC
* KrtUM
kr rfANrt
0001 0
WA TEW
T t MP
CtM
GOO 70
TUWti
JKSlN
JTU
00300
DO
00310
BOO
5 DAY
MG/L
00403
LAH
PH
SU
00610
NH3-N
TOTAL
MG/L
00630
N02&N03
N-TOTAL
MG/L
7 30t>2t*
7 Ji;62b
7 J'ibdb
73«j627
>) -* 1 b
1 2bU
1
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DO
bU
bO
bU
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.
24 .
b
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b
7.8
7.4
f . 7
7.2
1.3
5.7
b.9
6.8
b.9
0.01
0.16
0.05
O.OlK
0.05
0.15
0.05
0.06
7 3 • I '.5 d 4
UU
73 j
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i X I M' • M
* 1 N I '-HIM
LUG -Mc
t
2b. S
2 3.0
1 1
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4
7.8
7.2
7 . b
6.8
5.7
6. I
4
0. 16
0 . 0 IK
0.03
4
0.15
0.05
0.07
' A T r_
T Ht
U A I L
T I Mc
U U U 0 J
UE p T n
f EE T
0 U b
PhUS- 1 UT
00b8U
T OPG C
C
MG/L
0 0 94 U
CHLORIDE
CL
MG/L
31 bOb
TOT COL I
MPN CUNF
/100ML
31615
FEC COL I
MPNECMEU
/10 OML
U 04 0 0
PH
SU
7 3062 4 iD
1 J-jbdb 1 d'D'i
7 Jubdb 1 1 41)
f 3 0 6 <£ 7 ObDb
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bO
0.33
u • 2y
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u • 3 1
0 . OUK
0 . 1 3
U . U u*
U . UOK
10.0
4 . 0
4 . U
3.0
2.0
2.0
2.0
3.0
4b00
1 100
330
2300
70
80
130
20
5.2
5.2
6.2
6.3
7 31» n^4
NUM. tr."
iX 1 *HM
M NI MUM
LOG *E&.J
73on^ I
0 .37
u. 28
0 . 32
U . 1 J
U.U0f\
U .U 1
10.0
3 • u
4.7
3.0
2.0
2.2
4
4600
330
.1400
4
130
20
b2
4
6.3
5.2
5.7
-------
wATEH QUALITY DATA
ST A T[UN - IU
Cm IC K A aA w ck
MOts ILE
AT US HWY
rtlVEK AND
4j BWIUOE
THIKJUTAPIES
mobile KIVEK
BASIN
MOBILE
STUDY
0 0 0 0 J
00002
7 0^11
00010
0 0 0 7 0
00300
00310
00403
ufc PTri
HSAMPLOC
TIDE
wATEk
TUHb
00
BOD
LAB
* FnOm
ST AUL
TEMP
JKSN
b DAY
PH
UM t I I !"E. Um T L
r I ml
FEE 1
r*T bANK
CENT
JTU
Mu/L
MG/L
SU
7 JUbd<*
1 Id'j
1
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1000
d 7. u
6.7
7 J';bd4
1 Idl
1;;
bO
J 000
25.0
b . 1
7 J<,bd4
1 ld2
1 V
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1 0U0
25.0
5.8
7j0od4 1 ldU (C) 7J'jbd4
1 ld2
1 ooO
a
6.2
7 J u b 2 4
d(j 1 ^
1
b 0
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db • o
6. £
7J0od4
du lb
7
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d200
db.b
5.3
7 JUbd.4
dull
14
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2200
2b.b
4.8
730bd4 2olb (C) 7J0bd4
dUll
ddOO
8
b.8
7 JUbdb
u-id 1
1
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1400
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6.4
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1400
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4.1
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1400
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0 fid J
1 4 I) 0
10
6.1
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d'J35
1
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2200
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£7.0
4.6
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8
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5.8
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26.0
4.7
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4.7
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8
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1 *+00
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1400
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2.5
7 Jobd 7
1 Hi 7
1 6
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7Jvbd7 IuId (C)7jUbd7
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1
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1.4
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8
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2.8
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7
1 .4
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a
4.9
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KArtk duality oa r a
HOb II.E *IVtP AND TRlbUTAKlES
b Tn F1 UN - 1'
Chickasaw c* at ub h^Y
4 J riPlUbt
MOBILE U.
0000-1 00002
7021 1
0061 0
l)fr PI m HSAMPLOt.
nut
NH3-N
¦h Khum
STAUt
total
OATt
M*fc
ua r l
T I Mt
F tt T f DANK
MU/L
7 J u o £ <~
1 120
(CI
7 3uo^4
1 122
1000
0.03
7 3 U o 2 *•
20 1b
(C )
7 30b24
20 1 r
2200
0.09
730b2b
0b2 1
(L )
7J0b2b
0o2 J
1400
0.29
7 30b2b
20bb
(C)
7 30b2D
20D /
2200
0.1b
7 J U 02b
0 924
(C)
7J062b
092b
1300
0.07
7 30tj2b
2 100
(C )
7 Jl/b26
21 02
2b00
0.06
7 JO o27
1') lb
(L )
730b2 7
lui 7
1 4 U 0
0. 10
7 30 02 7
2 Jd 7
7 3 0 6 £ 7
23bS<
20 0 0
0 . Od
7 3i'od<*
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7 J ii ?>2 7
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rib « MHi UC
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SI abt
C
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T 1 i-i t
1 H\ I t
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f- C.L I
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Mo/L
U
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1
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10 00
7 J*; D^4
1 1 2 1
1 0
bO
1 0 00
7 J'' 62 4
I 122
L'y
bi»
I UUO
7 Jinii"
1 1 20
( C ) I J 0 O £ 4
1 1*2
1 000
b . 0
/ 3'jbc4
2-Jib
1
DO
2200
f J'jo 2^
2»i 1 b
7
bu
2200
7 3 C b 2 4
2 0 17
1 4
bO
2200
7 3 00^4
2>j1d
{ C) 7Juo24
2o l i
2200
6 . 0
7 J o b 2 d
Otf 2 1
1
bO
1400
7 J u o 2b
0o22
1 2
bo
1 4O0
7 j u & 2 b
0a2 J
2*
DO
1 4 u 0
7 3oo2r>
0H2 1
(C)7J062d
0o2 J
1 4 UO
6 . 0
/ J0b2b
2wbD
1
DO
2200
2 0 bb
b
bO
2200
7J0b2b
2 U D /
1 2
DO
22O0
7 J0b2b
2ud5
((_ > 7 3uo«:b
^0-3/
2200
7 . 0
7 Jub2b
0924
1
b 0
13oo
7 Juo26
0 9 2 b
1 o
DU
1 JOO
7 Jo o 26
OV20
2 U
bo
1300
7 J 0 026
0924
(C)7J0b26
0 V2b
1300
9. 0
f Juo2<5
2 100
1
DO
2b00
7 Ji)o2t>
2 1 u J
a
bO
2b0 0
7 J0b2b
21 02
lb
bo
2600
7Juo26
2 1 u 0
{C ) 7 j u o 2 b
2102
2 O 0 0
7.0
7 3 0 b 2 7
lulb
1
bO
1 ** 0 0
7 30b27
1 0 1 b
«
bO
14U0
7 3ub2 7
1 o 1 /
lb
bO
1 4 uO
7 3 0 o 2 7
1 0 lb
(C) 7J0b27
1 u L 7
14 00
13.0
7 Jij b2 7
2Jb /
1
bO
2000
73>»627
2J58
6
bO
2 U 0 0
73l-b2 7
2 Jb9
lb
bO
2000
7 3 (' oc 4
NU.'^tH 7
MAXIMUM 13.0
MINlMUM 6.U
LOG MEAN 7.4
730627
BASIN
MOBILE STUDY
00630
N02&NU3
n-total
mG/L
IKOd
0.09
u. oa
0.07
O.Ob
0 . ov
u.04
U . 1 u
6
U . 1 u
u. 04
0.07
00635
NH3t»0PG
N-TOTAL
Mb/L
0.22
0.24
0 . 42
0.20
0.40
0 .25
0.36
0.45
8
0.4b
0.2 0
0 .31
0066b
PHOS-TOT
MG/L P
0*06
0.04
O.OB
0.10
0.06
0.06
0.07
0.0b
B
0. 10
0.04
0.06
00940
CrlL Oh I DE
CL
MU/L
31505
TUT COL 1
MPN CONF
/1UOML
3161b
FEC COL I
MPNECMEO
/100ML
11.0
9.0
12.0
790
130
12.0 940 50
11.0
14.0
17.0 3300 bO
1 b . 0
2* . J
11.0 2100 80
lrt.O
16.0
32.U 790 330
21 .0
22.0
12.0 3S00 290
10.0
16.0
2D0.0 4900 220
1 Ob . 0
31.0
30 . U
20 . 0
lrt.O
-------
WATtP QUALITY OATA
mom ill kivtK qni) tributaries
SU1 ION - 11
Cm I CKASAW Crt
AT END OF
SmIP f ahO
MOBILE kIvEH
BASIN
MOBILE
STUDY
0 0 U 0 3
00002
7021 1
oooio
00070
00300
00310
00403
ULKTh
HbAMPLOC
T IOL
WATEW
TUKb
DO
BOD
LAB
* F HOM
ST AGE
TEMP
JKSN
5 DAY
PH
HA T t T 11 0
1400
30 . 0
0.9
73Ub2D
Ort 1 b
1 1
bO
I4o0
27.0
4.5
7JUb^b
ool 7
21
bO
14U0
26. b
0.0
730b^b Ottlb
(C) 730b2s
Ubl 7
1 4 0 0
lb
6.8
7 Jubc'b
0
dd oo
27.0
2.5
7 3uo2t>
21
50
dd UO
2b. b
0.0
7 3 0 o ^ d 20 4 o
(C > 7 JOb^o
2042
2200
16
6.7
7 3obe!b
09W4
1
bO
1200
31 .3
0.0
7 30bc?b
U-#UD
1 0
120 0
2 7.0
0.0
7 JO t>Cb 090*
( C ) 7 Jl)b2b
090o
1 2u0
db
7.0
7 3ub^6
d 0 3b
1
bO
^hOO
31.0
4.4
7 3 0bcb
d(iJo
1 1
D j
d** oo
2d.0
4.b
7 Jub^b
cTH 37
dd
^JO
24 oo
27.U
0 . 0
7 3Uo^b d')Jb
(C) 7 JUb^b
duJ 7
24UO
9
b.8
7 J UOC* 7
lulu
1
DO
1 DU 0
32 . 0
0.0
7 Job<^7
loll
1 ^
bo
1 DUO
dO. 0
1.3
7 3Ubd 7
1 i' 1 2
d J
bo
1 boo
2 7.0
0.0
7 JDnd f 1
-------
WATE* UUALlTY UATA
MOHlLE NIVE^ AND TklbUlAKlES
STa T [ Of J - 11
ChICKASAw Cr»
aT END OF
SHIPYARD
MOBILE HIVEU
BASIN
MOBILE
STUDY
0 0 0 0 3
00002
7 0 21 1
OObl 0
0U6 JO
00635
00665
00680
DEPTH
nbAMHLuC
TIDE
NM3-N
NO^fcNOJ
NH3fcORG
PHOS-TOT
T ORG C
% fhom
s r a&l
TOTAL
N-TOTAL
N-TOTAL
C
[iATt TIN'E
Unit
T iMt
KEE I
HT bANK
MG/L
MG/L
MG/L
MG/L P
MG/L
7jijn^4 1 1 U 5
{(. ) 7 30bt?4
110/
1 000
0 .2^
0.03
0.62
0.06
9.0
2U2b
{ C > 7 306^4
d {J d ?
2200
0.4 1
0 .03
0.52
0.10
8.0
7 306^-3 Oo 1 5
IC ) 730625
Odl 7
UuO
0.3b
0.01
0 .60
0.12
8.0
730bdb 2U*U
(C)73Ub^7
1 U 1 4^
lbuo
0.37
0.01K
0.50
0.07
14.0
7 30b2 7 2 J4b
(C) 730b^7
^34 7
i!UU0
0 . Ub
0.01K
0 .45
0.09
6.0
7 Jdo^
111 j M - fc.
d
d
tJ
6
8
• ¦ 1 "hm
0.41
0.03
0 . d5
0.12
14.0
- I rg l -Mj-i
0.0b
0.01K
0.45
0 .06
6.0
L OG Mr >«\
0 . 2 7
0.0^
0.63
0.09
Si.7
1 M>~>c 1
ouOO 3
-00002
702 11
00940
Jl-)0b
3 1 b 1 5
00400
Ut P T n
nSuMPLUC
T IUE
CMLOkluE
TOT COL I
EEC COL I
PH
- hKU'-i
ST^bt
CL
MkN CONF
MPNECMED
I'tTt. f 1 nh
I» a I L
r iml
KtE 1
K T .huNK
M(j/L
/1OOML
/IOOML
SU
-7 j • i b £ <•
1 1 UD
1
50
i 000
1 17.0
700
30
7 JL'b24
1 1 Ob
bO
louo
96.0
7 j«jb^4
1 lu 7
22
bO
1 U U 0
12b50.U
7 "J'»b £ <•
2llC=>
1
bO
ddOO
bb. 0
^i?00
490
7
dV dt>
12
b U
2200
3d0 . 0
7
dV£(
24
bu
dd UO
lul00.0
7 iu 4 du dt>
( I ) 7 JUb<^4
£\)d.t
220U
7.1
7 Jub^D
Oo 1 5
1
b 0
1400
4 U U . 0
7900
1 3 U
7 JUb^tj
J ei 1 b
1 1
5u
1 *~ l) u
d 0 0 . 0
7jub^o
wb 1 7
d\
bu
1 4 U 0
13000.U
7 Jub^5
du** U
\
bu
ddUO
l^b.U
ifOUU
9b
7 J u b d D
2v»«* 1
1 1
bu
dd 0 0
JdO.D
7 3Ub25
d\
b'J
ddO 0
1 3^bU.u
7 JUbdb
u^o**
1
bu
1 2u0
7 0 0 . u
7 9u 0
330
7 ji;o£?b
U^OD
1 £
DU
1 20 0
4 b 0 . 0
/ 3 U b ^ b
U^Oo
2J
bO
1 200
137^0.U
7 3ub^b
d\j io
I
bO
2400
7b. 0
7900
230
7 3'Jb^b
c 0 3o
I 1
bO
<;^00
1 dO . U
7 30b^b
titJJ 7
d'd
bo
24
-------
WATtR (JUALl TY DATA
MUdlLE HiVtH AND TRIHUTAKlES
ST A f 1 urj - 1/ ChlOASAW CK rftLOw HOb dAYOU MOdlLE KjVER B
0 0 0U3
00002
7021 1
oooio
Oh P T H
MbAMPLOC
4 FrtOM
T iUt
S T Aut
HATE*
TEMP
L'ATc Tl"t
ufl I C.
T [ Ml
f-LET
tfANK
CENT
7 3 u t>2 4
1 100
1
bO
1000
3 1 . b
7 J0b2<+
1 101
1 2
bO
1 UOO
30.0
7 30O24
1 102
2b
bO
1 uoo
30 .b
7 3 U o 2 4 lloo
(C)7JU024
1 1 02
1 0U0
7 J0O24
2o3b
1
bO
2100
33.b
7 Ju oc 4
2t< 3o
1 2
bO
2100
jo . o
7 3 o o 2 *«
2o3/
2u
b 0
2100
2b . b
7ju<->2<* 2o Jb
{1. ) f 30G24
20 J /
2100
f Ju02b
Onoo
1
DO
IbOO
32.0
7 j u b 2 b
odu /
1 3
bO
1 6 0 0
24.0
7 Joo2d
OoOo
2b
bO
lbOU
2b.b
7 3 0 02b 0 «0 ^
(C)7Job2b
Oouo
1 O00
7 3 U b 2 b
2 U 3 u
1
bu
22U0
J2.0
7 J u b 2 d
2 u 3 1
1 3
bO
220 U
JU.b
7 30b2D
2 u 32
2b
DO
2200
27 . 0
7J0o2b 20J0
{C ) 7 Job2D
20 32
22 0 0
7 Jub2b
Osoo
1
bO
1200
32.0
7 3ob26
0*Ol
1 J
DO
1 200
JO.O
7 J<»o2b
0 VU2
2b
•DO
1200
2 7.0
730*jc^» Uvuu
( C ) f J0b2S
0*02
1200
/ Jur>2b
2 U 3 O
1
DO
24 u 0
J4 . 0
f JUb2b
2:» 3 1
1 2
DO
2400
Jl . 0
/ J u ti2b
2u J 2
2**
bo
2** U 0
26 . b
7 J 0 2 o 2 o J 0
( L ) / Ju b2b
20 J2
2*00
7 Jond7
uyb'V
1
bO
1 6u0
.3 4. »)
7Jub^7
1 UOO
1 3
bu
lbOU
29.b
7 J u o 2 7
1 UU 1
2b
DO
lb 0 0
27.b
7 JOt>2 I 0 •Jo'-f
( L ) 7 j u b 2 f
1 u u 1
1 bOO
I J u c. 7
234,1
1
bO
20 0 0
32.d
7 J o b 2 7
2 JH 1
I 2
b o
2000
30 .D
7 J vi o 2 7
2 34 2
2 J
bO
2000
2« . 0
7J!io27 2 34 0
it) I jut>27
2 ^2
2000
7 3l> b 24
2**
' - A I '..,'-1
34 . Ii
' 1 n! -i
2b . b
l uij Mt *1.,
JO . 0
7 J ii > 2 7
MObiLE STUDY
0 U 0 7 0
TURtJ
JKSN
JTU
00300
DO
MG/L
00310
HOD
5 DAY
HG/L
00403
LAb
Pn
SU
10
0.0
0.0
0.0
0.0
0.0
0.0
7.0
23
0 . u
O.b
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0 . u
0.0
0.0
o. u
34 . U
25. 0
7.1
7.0
7.2
7.2
J.4
7.4
d
3b
1 d
2b
24
0 .D
0. 0
0.0
2
34 . 0
25.0
29.2
7
a.4
7.0
7.3
-------
WATER OUALIFY 0^^
MOblLE RIVER AND TRIBUTARIES
ST a I 1 ON - |£
CHICKASAW Cr\ BtLUw rtuG dAYOU MOdlLE RIVER tiA
i i ii r t
7 J [)nd<*
7 3 <) b c **
7JOOci
7 30b£D
7 3 0 o £ b
73u b£b
730b£7
7 30b£ 7
1 ]ME
1 ] UO
2o3b
OOOb
£u JO
0 *oo
20J0
0 vd9
234 0
L»A Tl
( C ) 7 JUb£4
(C ) fJ\)bd<*
(C)7ju6£5
< C ) 7 JUbcrb
(l> 7 J0b£6
(l.) 7306£b
(C)7 J0b£7
( C J 7 3 0 b £ 7
T 1 Ml
1 1 Kid
£o37
OdOb
£ 0 32
OvOt;
£032
100 1
234£
OU00 i
uEPTn
FEtT
00002
nSAMPLUC
b FkOM
m I »i ANK
7021 1
TIDE
SI AGE
1 0U0
210 0
1 boo
2200
1200
2400
1 bOO
2000
00b 1 0
NHJ-N
TOTAL
MG/L
03
It
06
0.10
0 . 25
7 3'>">e%
U i ] '4 - t r-
¦\.A
,y> I f J I -"l U'^
l UG Mr »..¦
7 3 (i ->2 7
b
0 . 2 5
0 . 03
0 • 1 U
UAI:
1 I
f I ml
u 0 0 0 3
ukh r • <
00002
MS..MPLOC
t- r^UM
•< { rlaN*
7 0 dVl
t.iul
S T Aijt
00940
CMLUR 1L)£
LL
MG/L
730o£4 t^'U5
-7 30b£4
f i A I MUM
MINI MUM
I 00 .MtAtj
7J0o£7
7 Jub£4
11 'JO
1
5o
1 OUO
5£5 . 0
/Jub£*
1 l'jl
12
bU
10 0 0
6d0 .0
7 31' b d **
1 1 ud
£b
bO
1 000
700 .0
7 Jut>£4
d u JD
1
DO
£ 100
3/5.0
/3'Jb d*
2o Jb
1 £
5o
£100
7 U U .0
73 0 6 £ <~
£03 /
£4
5o
d~l 0.0
12iU0 . 0
/JUOf4
£0 3 f
2 1 0 0
7JUbdS
OdOb
1
DO
1 bOO
525.0
7 JUbcS
ObO 7
1 3
50
1 b 0 0
950 . 0
7 junk's
Un Ob
2d
DO
1 DO0
1bOOO . 0
7 Jub£->
d 0 30
1
50
2£ 00
d5U . U
/ 30b£b
2u31
1 J
DO
2200
1 000 . 0
7 j u b d b
duJd
C 0
5 u
£200
13750.0
7 3ob£6
U^UU
1
^0
1200
bUO . 0
7 3ob£b
090 1
1J
50
1 200
2d00 .0
7 3 u 6 £ b
OVU£
2o
DU
1 £ 0 0
15000 .0
/ 3 Ob£b
20 JO
1
50
2400
5£5 . 0
/ 3 0b£b
20 31
1 £
-5 J
2*00
vdO . 0
7JOb£b
diUd
c u
5 o
2400
15000.0
I 3Ub£ 7
ij9"d9
1
50
16U0
37d .u
-/JOb£7
100 0
1 3
50
1 bOO
1 700 . 0
7 3'Jb£ 7
1 UO 1
dt
50
1 b 0 0
14300.0
I Job£/
2 34 0
\
DO
£000
5 7b . 0
7 A-ibd /
2341
1 ^
50
£000
900 .0
/ 30 b£ 7
dJ«d
23
50
2000
9500•0
24
lbOOO.O
3 7 d « 0
17 11.0
MOblLE STUDY
006b0
T ORG C
C
MG/L
22.0
29.0
22.0
25.0
16.0
18.0
44.0
36.0
b
44.0
16.0
25.2
31 SOS 31615 00400
TOT CULI FEC COL I PH
MPN LUNF MPNETmEU
/lOOML /100ML SU
24000 1700
lbUOOO 4b00
7.2
D4000 1700
11UUO 700
2200 130
It U 0 110
J300 230
7 7 1
lbOOOO 4 o 0 0
1700 110
11407 611
00630 00635 0066b
N02fcN03 NH3&ORG PHOS-TOT
N-TOTAL N-TUTAL
MG/L MG/L MG/L P
0.01K 0.56 0.30
0.01K 0.6b 0.10
0.01K 0.50 0.06
I).OIK 0.63 0.95
0.01K 1.13 0.06
0.01K 0.b5 0.50
0.02 0.2b 0.50
0.01K 0.6b 0.07
b b 6
0.02 1.13 0.95
0.01K 0.2b 0.06
0.01 0.62 0.20
-------
wA rtw OUALITY DATA
MUblLt WIVLW AND TRIBUTARIES
btuI ION
1 J
C hIC K AbA # Crt
AT mOUTh
-L^N bkL>
MOBILE klVEW
BAblN
MOB 1
00003
OOOU3
70^1 1
0001 0
00070
00300
uEPTh
HbAMFLOC
TIDE
m A T Eh
TUPti
DO
* KHOM
b T nGt
TEMP
JKbN
U A I L
T I
fee r
bANK
CENT
J ru
Mb/L
7 3iib£4
1
30
1 100
34 .0
0.0
7 JUb£4
1 9
1 U
30
11 u 0
30.0
0.0
/3ob^t»
u v • b
0.7
7 Juod1*
i)vj4
(*
o0
1 100
0.0
tC)7J0b^4
0 V J <4
1 100
34
1
3 0
dl 00
33.b
o .a
f J U b 3<»
3 J <~ b
1 J
d')
d I uO
0.0
3l><* /
3b
dii
d loO
db, b
0.0
7 3(>b^<*
3<. <*d
1
bi>
di uO
33.b
O.o
7
d\\*-i
1 J
bO
11 U0
JU • 0
0.0
I 30b3<*
crObu
3b
bo
e: 1 [JU
?b • b
o.u
7 J 'J t> ^
^•ibb
u
bO
c: 1 oo
33.b
0 . 0
{> ) / JO^4*
^UDb
c 1 0 0
3s
7 Ju63b
U / bO
-1
dU
1 buO
O.o
/ Juo^b
i; / 3 1
1*.
du
lbuO
dv • u
0.0
/ jv.'b^o
O fOd
3 /
3 0
lbuu
c'b . D
O.b
7 J 0 b d b
r f o»*
I
¦D >1
1 b U 0
Jdf . b
0 . 0
/ J w o C b
i. fbb
1 <~
bu
1 bO 0
. u
0.7
7 J 0 6 £ r>
11 I ~)C>
3 f
Mj
I b 0 0
c^b . ->
0.7
/ 3 b3b
Uou 1
<+
b i<
1 6 0 0
3d. 0
0 . 0
( L) 7 JjodD
U ^ u 1
i b w 0
33
7 J.IO£"5
1 ** tj u
1
3>J
d** U 0
33.b
0.0
/3ub^b
1 1
1 1
d J
d* uO
0 . 0
7 J U D £"D
i V')d
di
d ii
d* uO
J 0 . 0
0 . 0
/ JUt>^D
1 ^ub
1
b U
<^«4U0
3^.b
0.0
/ j y o d. b
1 *W 7
i j
b'j
C<* U 0
dl * 0
0 . 0
/ J 0 b^D
1 S»uo
3b
bU
d**0U
dt>. b
0.0
( Joodb
1-yiu
t*
n')
d<* 0 0
3c. . 0
0.0
( L ) 7 Juot'b
1 ^ Hi
d<*M 0
3b
7jco^&
u o*+ U
1
d u
1 du 0
J 3 , u
0.0
I JUbcb
HO" 1
U
d^\
1 ^ 00
1.1
7 3ubdb
3 f
dV
1^00
3b , b
1 .3
7 j u b o
'in1*1*
1
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MG/L
00403
LAB
PH
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to.9
6,7
-------
wA \tH wliALl I Y DATA
muhIlE Hlvt* Aigu TRIBUTARIES
ST u T I <) n - I J
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