E°A 904/9-76-020
WATER QUALITY STUDIES
GULF COUNTY CANAL ST. JOSEPH
BAY AMD THE INTRACOASTAL HATEMAY, PlORIHA
JULY 1976
Environmental Protection Agency
Region IV
Surveillance and Analysis Division
Athens, Georgia
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WATER QUALITY STUDIES
GULF COUNTY CANAL, ST. JOSEPH
BAY AND THE INTRACOASTAL WATERWAY, FLORIDA
i
EPA 904/9-76-020
July 1976
Environmental Protection Agency
Region IV
Surveillance and Analysis Division
Athens, Georgia
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TABLE OF CONTENTS
Page No.
INTRODUCTION 1
STUDY FINDINGS 2
RECOMMENDATIONS 3
AREA 4
GEOGRAPHIC 4
WASTEWATER SOURCES 4
Gulf County WTP 4
Basic Magnesia, Inc. 4
WATER USE CLASSIFICATIONS 7
STUDY RESULTS 8
WASTEWATER SAMPLING 8
WATER QUALITY SAMPLING 8
Salinity, Temperature, and Dissolved Oxygen .... 9
Nitrogen. Phosphorus and Total Organic Carbon ... 12
Bacterial 12
Visual Observations 13
HYDRODYNAMIC STUDIES 13
Current Studies 13
Tracer Studies 17
APPENDICES
A. STUDY REQUESTS 19
B. APPLICABLE WATER QUALITY CRITERIA 21
C. WASTEWATER AND WATER QUALITY ANALYTICAL DATA . , . . 24
FIGURES
1. STUDY AREA AND WATER QUALITY SAMPLING
LOCATIONS, GULF COUNTY CANAL, ST. JOSEPH BAY
AND INTRACOASTAL WATERWAY 5
2. WASTEWATER SOURCE LOCATIONS,
GULF COUNTY CANAL 6
3. SALINITY ISOPLETHS, GULF COUNTY CANAL 10
4. DISSOLVED OXYGEN PROFILES, GULF COUNTY CANAL .... 11
5. TIDE STAGES, GULF COUNTY CANAL 14
6. CURRENT STUDIES, GULF COUNTY CANAL 15
7. CURRENT STUDIES, STATION G-6, GULF COUNTY CANAL . . 16
8. DYE TRACER STUDY, GULF COUNTY CANAL ........ 18
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INTRODUCTION
This report presents the findings and results of a water quality study
of the Gulf County Canal and the contiguous waters of St. Joseph Bay
and the Intracoastal Waterway, Port St. Joe, Florida. This study was
conducted by personnel of the Surveillance and Analysis Division,
Region IV, U. S. Environmental Protection Agency at the specific request
of the Region IV Enforcement Division and the Florida Department of
Environmental Regulation.
The study, conducted during the period December 1-4, 1975, was designed
to:
• Determine if the Gulf County Wastewater Treatment Plant
discharges a significant quantity of bacterial pollution;
• Determine the spatial distribution of bacterial pollutants
(if any) from this source in the Gulf County Canal and St.
Joseph Bay, and
• The extent of bacterial water quality standards violations
(if any) in St. Joseph Bay.
Although the investigation was conducted to monitor possible bacterial
contamination, additional data were gathered to provide chemical and
ambient background water quality information and these data are also
presented in this report.
The cooperation and assistance of the Florida Department of Environmental
Regulation and personnel of the Gulf County Wastewater Treatment Plant
are gratefully acknowledged.
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STUDY FINDINGS
1. The Gulf County Wastewater Treatment Plant (WTP) effluent contained
total and fecal colifortn densities that ranged from 50 to 79,000/100 ml
and <20 to 13,000/100 ml. The maximum densities occurred on the
fourth and final day of the study. Klebsiella bacteria represented
the major portion of the fecal bacterial count at the lower densities
and only a minor portion at the higher densities. No Salmonella
bacteria were identified in the discharge.
2. Gulf County Canal fecal coliform densities just upstream and down-
stream from the Gulf County OTP exceeded allowable bacterial water
quality criteria for the body contact portion of Florida's Class III
(recreation, propagation and management of fish and wildlife) use
classification, on the fourth and last day of the study. These
excessively high coliform densities were directly attributed to the
Gulf County WTP discharge. Although results are for a limited period
only, they show a direct influence of the Gulf County WTP discharge
on the bacterial quality on the lower portion of the Gulf County Canal.
3. All coliform densities measured in that portion of St. Joseph Bay
classified for shell fish harvesting (Class II) were within the
bacterial water quality criteria required by that use classification.
4. All dissolved oxygen data collected during the study met applicable
water quality criteria for the applicable use classifications.
5. Foam, which appeared to emanate from the Gulf County Waste Treatment
Plant outfall, was observed on the Gulf County Canal both upstream
and downstream from the outfall. The presence of the foam violated
the minimum condition provisions of Florida's water quality criteria.
6. Limited current and dye tracer studies indicated that, under typical
conditions, the Gulf County Canal flows southerly into St. Joseph
Bay well into the flood tidal cycle.
7. The sampling location used by the Basic Magnesia, Inc. plant for
NPDES compliance monitoring purposes is more representative of Gulf
County Canal water quality than the Basic Magnesia wastewater dis-
charge.
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RECOMMENDATIONS
Fecal Coliform densities in the Gulf County Waste Treatment Plant
discharge should be regulated if the current water use classification
(Class III - recreation, propagation and management of fish and wild-
life) of the Gulf County Canal is to be maintained. The discharge
of foam from this facility should also be regulated in order to comply
with the minimum condition provisions of the Florida water quality
criteria.
The Basic Magnesia Co., Inc. should be required to monitor their
wastewater discharge at a location that is representative of that
discharge.
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AREA
GEOGRAPHIC
The town of Port St. Joe is located in southwestern Gulf County,
Florida, on the eastern shore of St. Joseph Bay. The area is bounded by
the intracoastal waterway (ICW) on the east and by St. Joseph Bay on the
west. Intersecting the ICW at mile point 285.3 is the Gulf County Canal
(GCC). The canal extends 6 miles southwestwardly from the ICW into
St. Joseph Bay. The ICW essentially isolates the Port St. Joe area from
the Apalachicola Basin for water quality management purposes (Figure 1).
The land between St. Joseph Bay and the ICW is mostly swamp and sandy loam
soil. The land slopes gently southward from 10 to 20 feet above M.S.L.
down to the Gulf.
WASTEWATER SOURCES
There are two wastewater sources that discharge into the GCC, namely
the Gulf County Wastewater Treatment Plant (WTP) at GCC mile point 0.44
and Basic Magnesia, Inc., at mile point 1.08 (Figure 2).
Gulf County WTP
The Gulf County OTP provides secondary treatment for the municipal
wastes from the town of Port St. Joe and industrial wastes from the Port
St. Joe Paper Company and the Sylvachem Company. The plant, was designed
for an average wastewater flow of 34.75 mgd. Industrial wastes presently
constitute 98% of the plant flow. The St. Joe Paper Company manufactures
both bleached and unbleached kraft board. The Sylvachem Company manufac-
tures fatty acids utilizing tall oil as the raw product.
The municipal wastes from Port St. Joe pass through a comminuter
and are chlorinated before being combined with the industrial wastewater
which then passes through a bar-screen and grit chamber, primary clari-
fiers, and a facultative aerated lagoon before being discharged into the
GCC (Figure 2). Primary sludge is dewatered and incinerated. The WTP
effluent is not chlorinated.
Basic Magnesia, Inc.
Basic Magnesia, Inc. manufactures approximately 200 tons per day of
magnesium oxide from saltwater using calcium oxide. . The plant discharges
inorganic wastewaters from the plant as follows: approximately 9,000-10,000
gpm of spent seawater from process clarifiers; approximately 1000 gpm from
the process counter-current washing system; and approximately 500 gpm of
bypass seawater (uncontaminated). Domestic wastewaters are discharged
into the Gulf County Sewage system.
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FIGURE 1
. STUDY AREA AND WATER QUALITY
SAMPLING LOCATIONS
GULF COUNTY CANAL, ST. JOSEPH BAY AND INTRACOASTAL WATERWAY
DECEMBER, 1975
-5-
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FIGURE 2
WASTEWATER SOURCE LOCATIONS
GULF COUNTY CANAL
DECEMBER, 1975
Gulf County Wastewater
Treatment Plant
St. Joseph
Bay
St. Joe Paper
SYLVACHEM CORP.
Domestic
Comminutor Clr
c
0
0)
X3
u;
u
0
CO
O
u
4->
$
¦H
_LL.
Basic
Magnesia
Incorporated
rimary
Clarifiers
-n
Biological
secondary
facultative
aerated
lagoon
Primary
Clarifieh >
Dewatering
and
Vacuum
Filtration
Incinerator
NOTE: Not to scale
Industrial Waste
Line
Old
Barge
-6-
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All of these sources discharge into an old barge basin and ultimately
into the GCC (Figure 2).
WATER USE CLASSIFICATIONS
The waters of the GCC and the ICW are classified, Class III, recrea-
tion, propagation and management of fish and wildlife. The waters of
St. Joseph Bay north and east of a line extending from St. Joseph point
to the vicinity of Port St. Joe are classified Class II, Shellfish
harvesting; those waters south and west of this line are classified Class
III.
The water quality criteria associated with these use classifications
are listed in Appendix B.
-7-
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STUDY RESULTS
The results of wastewater and water quality sampling as well as a
limited hydrodynam'ic study of the GCC are presented and discussed in
the following sections of this report. A complete tabulation of all
wastewater and water quality analytical results is given in Appendix C.
WASTEWATER SAMPLING
Waste source monitoring was limited to bacteriological sampling
of the two point source wastewater discharges under investigation; i.e.,
the Gulf County Wastewater Treatment Plant (WTP) and Basic Magnesia, Inc.
(Figure 1).
Bacterial samples were collected from the Gulf County WTP at the
effluent parshall flume (designated sampling station G-001). Effluent
total and fecal coliform bacterial densities ranged from 50 to 2,300 per
100 ml and 20 to 490 per 100 ml respectively, during the first three days
of the study. These densities increased to maximum values of 79,000 and
13,000 per 100 ml for total and fecal coliforms, respectively, on the
fourth and final day of the study. Members of the Klebsiella group
represented a major portion of the fecal coliform population during the
study. No Salmonella bacteria were isolated from any of the samples
collected from the Gulf County WTP. The influent flow from the St. Joe
Paper Company exceeded the capacity of the Gulf County WTP influent and
effluent flow measuring equipment (41.3 mgd and 40 mgd, respectively)
during the December 2-4, 1975 portion of the study.
Bacterial samples were collected from the mouth of the Barge Basin
that receives the- Basic Magnesia, Inc. discharge (designated sampling
station BM-001). This is the sampling station used by the Basic Magnesia
Company for NPDES compliance purposes. Total and fecal coliform densities
at the mouth of the Barge Basin ranged from 20 to 130 per 100 ml and
from 20 to 70 per 100 ml, respectively, during the study. No Salmonella
or Klebsiella bacteria were isolated at this sampling location during the
study. These coliform densities were more representative of the receiving
waters (the GCC) than the Basic Magnesia discharge. In any case, the
Basic Magnesia plant was not operating during most of the study period.
WATER QUALITY SAMPLING
Water quality sampling was conducted during high and low tidal slack
periods. Water quality samples were collected at nineteen sampling sta-
tions located in the ICW, the GCC, and St. Joseph Bay (Figure 1). Two
of the stations designated D-18 and D-19 were surface water drainage
ditches sampled to monitor the possible input of bacterial contamination
-8-
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from non-point sources into St. Joseph Bay. Samples were collected at
all sampling stations during low water slack and, in addition, the GCC
and ICW (I—1, 1-2 and G-3 through G-6) sampling locations and four
St. Joseph Bay sampling locations (S-7 through S-10) were also sampled
during high water slack.
All bacterial samples were collected at surface (one foot depth)
sampling locations. Samples for total and fecal coliform determinations
were collected each sampling run from all applicable sampling locations.
Salmonella and Klebsiella determinations were made at the following
sampling locations: 1-1, 1-2, G-3, G-5, G-6, S-8, S-12 and D-18.
In order to provide background water quality data, dissolved oxygen,
salinity, and temperature profiles were made at all sampling locations
during each sampling run, at surface, mid-depth, and bottom (one foot
from bottom) sampling locations. A set of chemical water quality samples
were collected on the third day of the study, at both high and low slack
tides, from all water quality stations for pH (field analyses), TOC,
nitrogen series, and total phosphorus analyses. These samples were
collected at surface and bottom sampling locations.
Salinity, Temperature and Dissolved Oxygen
Salinity isopleths constructed from data collected in the GCC during
both high and low slack tide (Figure 3), revealed it to be a salt wedge
system. The strong influence by upland flow is shown by the well defined
salt wedge, i.e., 10 to 30 PPT isopleths, and by the existence of a salt/
fresh water interface even during high slack tide.
The maximum vertical salinity difference in the GCC was 28.6 PPT at
Station G-6 during low slack tide. A maximum vertical salinity difference
of only 2.5 PPT was measured in St- Joseph Bay (Station S-9) at low slack
tide. The salinity of St. Joseph Bay ranged from 31.3 - 36.9 PPT.
A small degree of temperature stratification existed in the GCC.
A maximum difference of 3.8°C was measured at station G-6 at low slack
tide. St. Joseph Bay exhibited very little vertical temperature strati-
fication. A maximum difference of 2.1°C was measured at station S-16
at low slack tide.
v.
Dissolved oxygen (DO) concentrations in the GCC ranged from 5.2 to ..
8.7 mg/1. Some DO depletion in the vicinity of Gulf County's OTP outfall
was evident on December 2 (Figure A). Dissolved oxygen concentrations in
St. Joseph Bay ranged from 5.1 - 8.7 mg/1. All dissolved oxygen measure-
ments made during the study in St. Joseph Bay, the GCC and the ICW were
within the Water quality criteria specified for Class II and Class III
waters.
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FIGURE 3
SALINITY ISOPLETHS (PPT)
GULF COUNTY CANAL
DECEMBER, 1975
III I I
III I
-10-
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FIGURE 4
DISSOLVED OXYGEN PROFILES
GULF COUNTY CANAL
DECEMBER, 1975
7
"=== TT
2100 Hrs.
12/1/75
6.6
6.4
~nr
7.6
7.2
•p
o
& 20
Q
25
30
S-8
6.4
6.9
BM-001
(Basic Magnesia)
G-001
(Gulf County WTP)
G-6 G-5 G-4
7.0
yyxxxxxx~X
G-3
I
6.7
~5~T
7.8
"TST
1200 Hrs.
12/1/75
—
10
7.0
6.7
7.9
8.0
<2 15
t 20
0)
Q
6.8
6.9
25
30
S-8
I
7.2
7.9
7.6
xx mvxxxxx n
BM-001
Basic Magnesia
G-001
Gulf County STP
G-6 G-5 G-4
-11-
G-3
I
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Nitrogen, Phosphorus, and Total Organic Carbon
The drainage ditch water quality stations (D-18 and D-19) had
higher average concentrations of nitrogen, total phosphorus, and TOC
than most of the GCC and St. Joseph Bay water quality stations (Appendix
C). The maximum ammonia concentration (0.13 mg/1) occurred at station
D-18 and the maximum TOC concentration (14 mg/1) occurred at Station D-19.
The GCC nutrient concentrations were low. The TKN concentrations
ranged from 0.1 to 1.30 mg/1, and TOC concentrations ranged from 3.7 to
40.0 mg/1. The maximum concentration for both parameters occurred at
Station G-6 (low slack tide) downstream from Gulf County WTP discharge.
Total phosphorus concentrations ranged from 0.04 to 0.25 mg/1; the maximum
concentration occurred at Station G-3 at low slack tide.
St. Joseph Bay nutrient concentrations were lower than those measured
in the GCC. Concentrations of TKN ranged from <.1 to 0.4 mg/1, total phos-
phorus ranged from 0.04 to 0.09 mg/1, and TOC ranged from 2.0 to 6.2 mg/1.
Bacterial
Total and fecal coliform densities measured during the first three
days of the study were less than 1100 and 130 per 100 ml, respectively, at
all GCC water quality sampling stations. An appreciable increase in
coliform densities was measured on the last day of the study at low,slack
tide. Upstream from the Gulf County WTP outfall (Station G-5), total and
fecal densities increased to 23,000 and 7,900 per 100 ml, respectively.
Downstream from the outfall (Station G-6), total and fecal coliform den-
sities increased to 17,200 and 2,300 per 100 ml, respectively. These
increased densities were undoubtedly related to the significant increase
of coliform bacteria discharged by the Gulf County WTP on the last day
of the study. These densities, measured on the last day of the study
at Stations G-5 and G-6, exceeded fecal coliform standards for the body
contact portion of Florida's Class III water quality criteria.
The increased coliform densities observed in the GCC on the last
day of the study were not reflected in the contiguous waters of St. Joseph
Bay except at Station S-8 near the mouth of the GCC. Total and fecal coli-
form densities at this sampling location increased from <20 to 130 per 100
ml and from <20 to 50 per 100 ml, respectively. All of the coliform den-
sities measured in that portion of St. Joseph Bay (stations S-9, S-10,
S-14, S-16, and S-17) classified for shellfish harvesting (Class II)
were within the bacterial water quality criteria required by that use
classification.
-12-
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Total and fecal coliform densities at ICW sampling stations ranged
from 50 to 230 per 100 ml and from <20 to 130 per 100 ml, respectively,
during the study. The total and fecal coliform densities measured at the
two surface water drainage sampling stations (D-18 and D-19) ranged from
170 to 895 per 100 ml and from 20 to 155 per 100 ml, respectively.
Klebsiella bacterial densities were extremely low (<20 per 100 ml) in
the GCC, ICW, and St. Joseph Bay. Salmonella bacteria were isolated only
at one of the surface water drainage sampling stations (D-19).
Visual Observations
Foam was noted on the surface of the GCC between sampling stations
G-5 and G-6 continuously during the study. The foam appeared to emanate
from the Gulf County WTP outfall. The presence of this foam violated
the minimum condition provisions of the Florida water quality criteria.
HYDRODYNAMIC STUDIES
Limited hydrodynamic studies were performed to investigate the
current velocity patterns throughout the GCC system during various tidal
stages. In addition, a dye tracer study was performed to determine the
dispersion of the Gulf County WTP wastewater plume with the contiguous
waters of the GCC, St. Joseph Bay and the ICW.
Current Studies
Current velocities were measured with a ducted bi-directional current
meter suspended on a hand-held rod. Measurements were made from a boat
positioned at mid channel. Continuous stage recorders were installed
at sampling stations G-3 and G-6 to describe the tidal cycle during the
study period. These recordings are presented in figure 5.
The results of the velocity studies are presented in Figures 6 and
7. These figures show that the GCC flows southerly into St. Joseph Bay
during the ebb tide and continues in this direction well into the flood
tide cycle. These figures also show that the surface layer continued to
flow seaward while the lower layers exhibited inflow from St. Joseph Bay
well into the flood tide cycle (Figure 6). The upland flow during the
study period was slightly below the mean annual flow based on data from
the Apalachicola River, Blountstown gaging station, for the latest water
year (October 1, 1974 to September 30, 1975). Thus, it can be concluded
that the flow directions recorded during the study are representative of
typical conditions.
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FIGURE 5
TIDE STAGES GULF COUNTY CANAL
-14-
December. 1975
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FIGURE 6
CURRENT STUDIES
GULF COUNTY CANAL
DECEMBER, 1975
St. Joseph
Bay
Gulf County Canal
~o o o~
7T5 g=3
+j
o
m
cd
-a
•H
0
12N
2 Dec,
12M 12N
3 Dec.
12M
12N
4 Dec.
Tide Recording
Station G-6
0
4->
(1)
0)
ft
d)
Q
10
15
/
Gt6
4 Dec.
1050
—r~
0.5
-?
0
G-5
4 Dec.
1100
0.5
—i r~
0.5
+
n
0
0.5
+ Denotes downstream (toward st
Velocity (FPS)
joe bay) _15_
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FIGURE 7
CURRENT STUDIES
STATION G-6
GULF COUNTY CANAL
DECEMBER, 1975
+ denotes downstream (toward St. Joe Bay)
- denotes upstream (toward the ICW)
-16
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Tracer Studies
Approximately two gallons of fluorescent dye (Rhodamine WT) was
injected into the effluent parshall flume of the Gulf County WTP on the
morning of December 2, at 9:45 a.m. The dye was injected at approximately
low slack tide. Subsequent monitoring of the dye cloud was accomplished
by using automatic samplers positioned at GCC sampling stations G-5 and
G-6. The samples were programmed to collect samples at one-half hour in-
tervals. In addition, grab samples were collected in St. Joseph Bay by
a boat crew. All samples were analyzed for dye concentrations using a
microfluorometer. Results of the dye analyses at sampling stations G-5
and G-6 are shown on Figure 8.
It is apparent from Figure 8 that the tracer moved downstream rapidly,
and the leading edge of the dye cloud passed sampling station G-6 in less
than one-half hour. The subsequent peak dye concentration of 25 ppb
occurred at this station in one hour. Dye was not detected at the upstream
sampling station (G-5) until two hours after the injection. The dye con-
centration peaked at this station in four hours at 2,8 ppb.
Dye was detected in St. Joseph Bay at Sampling Station S-8 at
11:15 a.m. at a concentration of 1.7 ppb. Dye was also detected at a
concentration of 4.7 ppb at a supplemental station located in the bay
700 yards southwest of the U. S. Highway 98 bridge at 11:35 a.m.
The tracer study results reinforce the findings of the current
studies. The surface layer of the GCC and wastewaters discharged from
the Gulf County OTP move seaward toward St. Joseph Bay well into the
flood tide cycle.
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FIGURE 8
DYE TRACER STUDY
GULF COUNTY CANAL
DECEMBER, 1975
30
Dye
Injection
@ 0045
20
Station G-5
CS
h
C
CD
TIME (HIIS. ) , 2 DEC. 1975
-18-
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APPENDIX A
STUDY REQUESTS
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OCT 2 1975
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
SUBJECT: Request for Field Survey of St. Joseph Bay DATE: gjrp gQ j075
FROM: Paul J. Tralna, Director
Enforcement Division
TO: Billy Adams, Acting Director
Surveillance and Analysis Division
SUMMARY
During the past few weeks we have received several pieces of corre-
spondence concerning the fecal coliform organism contamination of the
St. Joseph Bay. All indications are that Gulf County Wastewater Treat-
ment Plant.in..Port-St.. Joe.* Florida, which receives wastes from St. Joe
Paper Company, Sylvachem Corporation and the City of Port St. Joe, is
the main cpntributor to the fecal coliform problem in St. Joseph Bay.
To this date., an NPDES permit has not been issued to the Gulf County
Wastewater Treatment Plant because of incomplete data submitted in
their NPDES permit application. The City has indicated that, the
data is forthcoming and a permit will be issued when this informa-.
tion arrives.
ACTION
By receipt of this memo I am requesting that a Field Survey be made
of St. Joseph Bay in Port St. Joe, Florida to determine the extent
of the fecal coliform contamination in the Bay and the discharge
level required to protect water-contact sport and approved shellfish
areas.
BACKGROUND
Letter from Mr. Steve Stedman, F:
Society and Mr. Joseph W. Landers
of Environmental Regulation.
entative, Florida Audubon
ry, Florida Department
cc:
Director
Enforcement Division
Joseph Landers, Secretary
Florida Department of Environmental Regulation
-19-
EPA Form 1320-6 (Rev. 6-72)
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STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
2562 EXECUTIVE CENTER CIRCLE, EAST
MONTGOMERY BUILDING
TALLAHASSEE, FLORIDA 32301
REUBIN O'D. ASKEW
GOVERNOR
September 15, 1575
JOSEPH W. LANDE
SECRETARY
Kr. Steve Steoi.ian
Field Representative
1545 Cincinnati Avenue
Panama City, Florida 32401
Dear Steve:
I am aware of and concerned over possible fecal colifom
organisms contamination of State waters by discharges from
pulp and paper mill wastewater facilities. Ke are presently
investigating a similar problem in conjunction with the
Environmental Protection Agency at the International facility
in Panama City..
By copy of this letter I am requesting that investigations
be expanded to include the St. Joe Paper facility in Port
St. Joe, Florida. »ve will keep you infomed of any development
in our investigations and let you 3cnov/ of our conclusions and
actions required to correct any problens discovered.
I£ you wish any additional information at the present tins,
you may wish to contact lir. Terry Cole at our Enforcement
Office in Tallahassee (504)488-3277 or Mr. Robert Dillard,
the District I'anager in Gulf Breeze at {304)3 32-5323.
Sincerely,
.Joseph VJ. Landers, Jr.
Secretary
JlvL/tc 1 CO!"-' CO!-' 1 o0f
t" - |V: jf I \ l("!S!MfQ
cc: Mr. Terry Cole ' " ,JM'J
Mr. Robert Dillard
Mr. J, R, • I-i'i.ddIen-,a3 pI \'J > h i 1 PI c'ZQ
Jack r.avsn ,:-c h: "11 >-1
~20- fxi J j Q j 0 .i j 1 i tJ j
Q3,MI03y
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APPENDIX B
APPLICABLE WATER QUALITY CRITERIA
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Supp. N«. 25
POLLUTION OF WATERS
CHAPTER 17-3
RULES
OF THE
DEPARTMENT OF POLLUTION CONTROL
CHAPTER 17-3
POLLUTION OF WATERS
17-3.01 Declaration and intent
17-3.02 Minimum conditions of all waters;
times and places
17-3.03 Water quality testing
17-3.04 General water quality and waste treatment
17-3.05 Water quality standards; specifics
17-3.06 Classification of waters, usage
17-3.07 Criteria: Class I waters — public
water supply
17-3.08 Criteria: Class II waters — shellfish
propagation and harvesting
17-3.09 Criteria: Class III waters — recreation
— propagation and management of
fish and wildlife
17-3.10 Criteria: Class IV waters — agricultural
and industrial water supply
17-3.11 Criteria: Class V waters — navigation,
utility and industrial use
17-3.12 Definitions
17-3.13 Drainage wells, permits
17-3.14 Drainage wells, applications
17-3.15 Effective date of permits
17-3.16 Drainage wells, drilling requirements
17-3.17 Drainage well permit revocation or
modification
17-3.18 Test wells and borings
17-3.19 Abandoned wells
17-3.20 Pollution surveys
17-3.21 Classified waters
17-3.01 Declaration and intent. The
Florida Pollution Control Board in order to
more properly protect the waters of the
State of Florida, declares that the presence
of pollutants in excess of concentrations
hereinafter provided is harmful to the waters
of this State and the presence of such
excessive concentrations is deemed to be
prima facie evidence of pollution of the
waters of the State of Florida and the same
is expressly prohibited.
The policy inherent in the standards shall be to
protect water quality existing at the time these water
quality standards were adopted or to upgrade or
enhance water quality within the State of Florida. In
any event where a new or increased source of
pollution poses a possibility of degrading existing
high water quality, such project development shall
not be issued a Department permit until the Board is
satisfied that such development will not be
detrimental to the best interests of the State and
necessary to its social and economic development. In
administering the policy, high quality receiving waters
will be protected by requiring as a part of the initial
project design the highest and best practicable
treatment available under existing technology.
The Board recognizes and will protect the
interest of the Federal Government in interstate and
coastal waters in accordance with the Federal Water
Pollution Control Act, as amended. The Board
further shall consult with the U.S. Department of the
Interior on all matters affecting the Federal interest
in a cooperative effort.
It is the intent of the State of Florida to review
Class V stream classifications periodically as often as
necessary, and as water quality of such areas
improves, hearings will be held and reclassification
shall be established. It is expected that in all instances
presently classified as Class V. Waters, there shall be
decided and definitive enhancement not later than
January 1, 1973.
General Authority 403.061 FS. Law Implemented 403.021,
403.061, 403.101 (1). 403.1 82. 403.261
FS. History—Formerly 28-5.01.
17-3.02 Minimum conditions of all waters;
times and places.
The following minimum conditions are
applicable to all waters, at all places and at all times.
Within the territorial limits of this state all such
waters shall be free from:
(1) Settteable Substances — substances
attributable to municipal, industrial, agricultural, or
other discharges that will settle to form putrescent or
otherwise objectionable sludge deposits.
(2) Floating Substances — floating debris, oil,
scum, and other floating materials attributable to
municipal, industrial, agricultural, or other discharge
in amounts sufficient to be unsightly or deleterious.
(3) Deleterious Substances — materials
attributable to municipal, industrial, agricultural or
other discharges producing color, odor, or other
conditions in such degree as to create a nuisance.
(4) Toxic Substances — substances attributable
to municipal, industrial, agricultual, or other
discharges in concentrations or combinations which
are toxic or harmful to humans, animal, plant, or
aquatic life.
General Authority 403.061 FS. Law Implemented 403.02],
403.031. 403.061, 403.101(1) FS. History—Form erly
28-5.02. Amended 10-28-70.
17-3.03 Water 'quality testing. Tests or
analytical procedures to determine compliance or
noncompliance with water quality criteria provided
by this chapter shall be in accordance with methods
given in the latest edition of Standard Methods for
the Examination of Water and Wastewater, published
by the American Public Health Association, American
Water Works Association and Water Pollution Control
Federation; and a copy of same shall be avaliable for
public inspection at the offices of the Pollution
Control Board. Where other tests or analytical
procedures are found to be more satisfactory, such
tests or procedures will be used only upon the
acceptance and approval by the regulatory agency.
General Authority 403.061 FS. Law Imp'*nwnicd 403.021,
403.031, 403.061. 403.101 FS. H-' -r* i-ormerly 28-5.03.
-21-
-------
CHAPTER 17-3
POLLUTION OF WATERS
Supp. No. 34
wore normal lo the KBW before the addition of heat
from other than natural causes shall be maintained.
(ii) Recapitulation of temperature limitations
prescribed above:
ZONE
STREAMS
LAKES
COASTAL
OPEN
SUMMER
REMAINDER
NORTH.
PENIN.
90°F Max.
AM. +5°F
92°F Max.
AM. +5°F
90°F Max.
AM. +3°F
92°F Max.
AM. +3°F
92°F. Max.
AM. +2°F
92°F Max.
AM. +2°F
90°F Max.
AM. +4°F
90°F Max.
AM. +4°F.
97°F Max.
AM. +17°
97°F Max.
AM. +17°F
(4) Exceptions — in cognizance of the fact that
certain waters of the state, due to natural causes, may
not fall within desired or prescribed limitations
outlined above, the Board is empowered to authorize
exceptions to limitations upon presentation of good
and sufficient evidence. In no case shall it be lawful
lo authorize disposition or introduction of materials
in waters of the state which will cause material harm
or damage to said waters.
General Authontv 403.061 FS. Law Implemented 403.021,
403.03J, 403.061, 403.101 FS. History—Formerly 28*5.05,
Amended 2-17-71, 8-30-72, 7-3-73.
17-3.06 Classification of waters, usage.
The waters of Florida are classified according to
their usage as follows:
Class I — Public Water Supplies
Class II — Shellfish Harvesting
Class III — Recreation — Propagation and
management of fish and wildlife
Class IV — Agricultural and industrial water
supply
Class V — Navigation, utility and industrial use
General Authority 403.061 FS. Law Implemented 403.021,
403.031, 403.061, 403.101(1) FS. History—Formerly
28-5.0G.
17-3.07 Criteria: Class I waters — public water
supply.
The following criteria are for classification of
any waters from which water is withdrawn for
treatment and distribution as a potable supply.
(1) Sewage, Industrial Wastes, or Other Wastes
— any industrial wastes or other wastes shall be
effectively treated by the latest modtrn technological
advances as approved by the regulatory agency.
(2) Odor — threshold odor number not to
exceed 24 at 60° C as a daily average.
(3) pH — of receiving waters shall not be
caused to var^ more than one (1.0) unit above or
below normal pH of the waters; and lower value shall
not be less than six (6.0), and the upper value not
more than eight and one-half (8.5). In cases where pH
may be, due to natural background or causes, outside
limits stated above, approval of the regulatory agency
shall be secured prior to introducing such material in
waters of the state.
(4) Dissolved Oxygen — the concentration in
all surface waters shall not average less than 5 mg/l in
a 24-hour period and never less than 4 mg/l. Normal
daily and seasonal fluctuations above these levels shall
be maintained. Dissolved oxygen concentrations in
estuaries and tidal tributaries shall not be less than
4.0 mg/l except in naturally dystrophic waters. In
those cases where background information indicates
prior existence under unpolluted conditions of lower
values than required above, lower limits may be
utilized after approval by the regulatory authority.
Sampling shall be performed according to the
methods ap,-roved by the Florida Pollution Control
Board.
(5) Toxic Substances — free from substances
attributable to municipal, industrial, agricultural or
other discharges in concentrations or combinations
which are toxic or harmful to humans, animal or
aquatic life.
(6) Bacteriological Quality — coliform group
not to exceed 1,000 per 100 ml as a monthly average,
(either MPN or MF counts); nor to exceed this
number in more than 20% of the samples examined
during any month; nor exceed 2,400 per 100 ml
(MPN or MF count) on any day.
General Authority 403.061 FS. Law Implemented 403.021,
403.031, 403.061, 403.101 FS. History—Formerly 28-5.07.
Amended 7-3-73.
17-3.08 Criteria: Class II waters — shellfish
harvesting.
The following criteria are for classification of
waters in areas which either actually or protentiaJly
have the capability of supporting recreational or
commercial shellfish propagation and harvesting.
Harvesting may only occur in areas approved by the
Division of Health, Florida Department of Health and
Rehabilitative Services.
(1) Bacteriological Quality, Coliform Group —
areas classified for shellfish harvesting, the median
coliform MPN (Most Probable Number) of water
cannot exceed seventy (70) per hundred (100) ml.,
and not more than ten (10) per cent of the samples
ordinarily exceed an MPN of two hundred and thirty
(230) per one hundred (100) ml. in those portions of
areas most probably exposed to fecal contamination
during most unfavorable hydrographic and
pollutional conditions.
(2) Sewage, Industrial Wastes, or Other Wastes
— any industrial wastes or other wastes shall be
effectively treated by the latest modern technological
advances as approved by the regulatory agency.
(3) pH — of receiving waters shall not be
caused to vary more than one (1.0) unit above or
below normal pH of the waters; and lower value shall
be not less than six (6.0) and upper value not more
than eight and one-half (8.5). In cases where pH may
be, due to natural background or causes, outside
limits stated above, approval of the regulatory agency
shall be secured prior to introducing such material in
waters of the state.
(4) Dissolved Oxygen — the concentration in
all surface waters shall not average less than 5 mg/l in
-22-
-------
Supp. No. 35
POLLUTION. OF WATERS
CHAPTER 17-3
a 24-hour period and never less than 4 mg/l. Normal
daily and seasonal fluctuations above these levels shall
be maintained. Dissolved cfxygen concentrations in
estuaries and tidal tributaries shall not be less than
4.0 mg/l except in naturally dystrophic waters. In
those cases where background information indicates
prior existence under unpolluted conditions of lower
values than required above, lower limits may be
utilized after approval by the regulatory authority.
Sampling shall be performed according to the
methods approved by the Florida Pollution Control
Board.
(5) Toxic Substances — free from substances
attributable to municipal, industrial, agricultural or
other discharges in concentrations or combinations
which are toxic or harmfi I to humans, animal or
aquatic life.
(6) Odor — threshold odor number not to
exceed 24 at 60°C as a daily average.
General Authority 403.061 FS. Law Implemented 403.021,
403.031, 403.061, 403.101 FS. History—Formerly 28-5.08,
Amended 6-10-72, 8-30-72, 7-3-73.
17-3.09 Criteria: Class III waters — recreation
— propagation and management of fish and wildlife.
The following criteria are for classification of
waters to be used for recreational purposes, including
such body contact activities as swimming and water
skiing; and for the maintenance of a well-balanced
fish and wildlife population. All surface waters within
and coastal waters contiguous to these basins,
including off-shore waters, not otherwise classified
shall be classified as Class III; however, waters of the
open ocean shall be maintained at a dissolved oxygen
of not less than five (5.0) ml/1. Streams specifically
listed in Section 17.3.21 by a separate listing
designated as "Special Stream Classification" shall
similarly be maintained at a minimum dissolved
oxygen level of five (5.0) ml/1.
(1) Sewage, industrial wastes, or other wastes
— any industrial waste or other wastes shall be
effectively treated by the latest modern technological
advances as approved by the regulatory agency.
(2) pH — of receiving waters shall not be
caused to vary more than one (1.0) unit above or
below normal pH of the waters; and lower value shall
be not less than (6.0), and upper value not more than
eight and one-haJf (8.5). In cases where pH may be,
due to natural background or causes outside limits
stated above, approval of the regulatory agency shall
be secured prior to introducing such material in
waters of the state.
(3) Dissolved Oxygen — the concentration in
all surface waters shall not average less than 5 mgj\ in
a 24-hour period and never less than 4 mg/l. Normal
daily and seasonal fluctuations above these levels shall
be maintained. Dissolved oxygen concentrations in
estuaries and tidal tributaries shall not be less than
4.0 mg/l except in naturally dystrophic waters. In
those cases where background information indicates
prior existence under unpolluted conditions of lower
values than required above, lower limits may be
utilized after approval by the regulatory authority.
Sampling shall be performed according to the
methods approved by the Florida Pollution Control
Board.
(4) Bacteriological —• in those waters
designated for body contact recreation, fecal coliform
shall not exceed a monthly average of 200 per 100 ml
of sample, nor exceed 4 00 fecal coliform per 100 ml
of sample in 10 percent of the samples, nor exceed
800 fecal coliform on any one day, nor exceed a total
coliform count of 1,000 per 100 ml as a monthly
average, nor exceed 1,000 per 100 ml in more than
20 percent of the samples examined during any
month; nor exceed 2,400 per 100 ml on any day. In
those waters not normally used for" body conract
recreation, fecal coliform shall not exceed a monthly
average of 500 per 100 ml of sample, nor exceed 750
fecal coliform per 100 ml of sample in 10 percent of
the samples. Monthly averages shall be expressed as
geometric means based on a minimum of 10 samples
taken over a 30 day period. MPN of MF counts may
be utilized.
(5) Toxic substances — free from substances
attributable to municipal, industrial, agricultural or
other discharges in concentrations or combinations
which are toxic or harmful to humans, animal or
aquatic life.
(6) Deleterious — free from materials
attributable to municipal, industrial, agricultural, or
other discharges producing color, odor or other
conditions in such degree as to create a nuisance.
(7) Turbidity — shall not exceed fifty (50)
Jackson units as related to standard candle
turbidimeter above background.
General Authority 403.061 FS. Law Implemented 403.021.
403.031, 403.061, 403.101 FS. History—Formerly 28-5.09,
Amended 6-10-72. 8-30-72, 7-3-73.
17-3J.0 Criteria: Class IV waters — agricultural
and industrial water supply.
The following criteria are for classification of
waters to be used for agricultural or stock watering,
or industrial water supply. Additionally, all secondary
and tertiary canals wholly within agricultural areas
are Class IV waters.
(1) Sewage, industrial wastes or other wastes —
none which are not effectively treated or controlled
to the satisfaction of the regulatory agency.
(-2) pH — not more than one (1.0) unit from
the normal or not less than six (6.0) nor greater than
8.5.
(3) Dissolved oxygen — shall not be depressed
below the values of four (4.0) mg/l unless background
information available to the regulatory agency
indicates prior existence under unpolluted conditions
of lower values. In such cases, lower limits may be
utilized after approval by the regulatory authority.
(4) Color, odor, and taste producing substances
and other deleterious substances, including other
chemical compounds, attributable to domestic
wastes, industrial wastes, and other wastes — 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.
(5) Turbidity — shall not exceed fifty (50)
Jackson units as related to standard candle
turbidimeter above background.
General Authority -103.061 FS. Law Implemented 403.021,
-103.031. 403.061, -103.101 KS. History—Formerly 28-5.10
Amended 6-10-72. 8-30-72.
17-3.11 Criteria: Class V waters — navigation,
utility and industrial use.
The following criteria are for classification of
waters which will be suitable for navigation and any
other uses except for waters previously classified in
this Chapter:
(1) Sewage, Industrial or Other wastes — none
-23-
-------
APPENDIX C
WASTEWATER AND WATER QUALITY ANALYTICAL DATA
-------
ST. JOSEPH BAY 'FIELD SURVEY
PAGE PARAMETER
DESCRIPTION
12
28
00067
00010
00299
00480
31505
31615
004U0
00610
00625
00665
00660
00630
00003
00002
00940
TIDE STAGE (REFER TO THE TABLE BELOW)
• TEMPERATURE9 WATER (DEGREES CENTIGRADE)
oxygen« dissolved (electrode)
SALINITY - PARTS PER THOUSAND
C0L1F0RM*TQTtMPNtCONFIRMED TEST~35C (TUBE 31506)
FECAL COLlFORM.MPNfEC MED»44.5C (TUBE 31614)
PH (STANDARD UNITS)
NITROGEN* AMMONIA* TOTAL (MG/L AS N)
NITROGEN* KJELDAHL* TOTAL* (MG/L AS N)
PHOSPHORUS t TOTAL
depth in feet
X-SEC. LOC.f HORIZ (% FROM R BANK LOOK UPSTR.)
CHLORIDE (MG/L AS CD
I
to
.>
I
first
CODES TOR TIDE STAGE PABAKST2S
(Ninth er 0006T)
Code
Socend
Alrd
fourth
• (Tor Zait and CMlf Cot.art Stations)
(Tor Vert Coast Stat loos)
1
2
3
k
%
6
T
e
9
Description
High vater Mlexk
Ebb current
Lov vater clack
Flood current
Keaa tide level (Kldvay
between mean blgh vater
end mean lov vater*)
, Higher high vater slock.
Greater ebb
Lower lov veter alack
Greater flood
Lover high vater alack
Leaser ebb
Higher lev vater slack
Lesser flood
Mean tide level
* 3 hour
7 2 hour
T 1 hour
UO minutes
4- 20 nlnutes
+_ 10 minutes
~ 5 minutes
Ko renark
Determined from U.S. Coast
Stfid Geodetic S'urrejr tide
or current tables.
Measured
0 .
1-9
Jfo renark
Reserved
-------
ST. JOSEPH BAY FIELD SURVEY
AGENCY PRIMARY STATION SECONDARY
STATION LOCATION
I
N>
Ln
I
1113SOOO 121035
SJ-BM-O0I
121095
SJ-0-1B
121100
Sj-D-19 .
121030
SJ-G-001
121010
SJ-G-3
121015
SJ-G-4
121020
SJ-G-5
121025
Sj-G-6
121000
SJ-I-I
121005
SJ-1-2
121055
SJ-S-10
121060
SJ-S-11
121065
Sj-S-12
121070
Sj-S-13
121075
SJ-S-14
121OBO
Sj-S-15
121085
SJ-S-16
121090
Sj-S-17
1210*0
SJ-S-7
1210*5
SJ-S-8
121050
SJ-S-9
gulf co Canal
ST.JOSEPH BAY
ST.JOSEPH BAY
gulf CO Canal
GULF CO CANAL
gulf co canal
gulf co canal
gulf co canal
Intracoastal
intracoastal
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
ST.JOSEPH BAY
f BASC MAGNESIA EF
(¦DRAINAGE eus HY90
S OF SPARTINA MRSM
at CNTY WTP DISCH
MR EXPLOSIVES DOCK
UPSTRM FRM HY98 BR
UPSTRH FROM BAY
AT US HY9S BRIDGE
WW f STATE HY71 BRD
WW AT THE "KINK"
IN SOUTH CHANNEL
OFF PALM POINT
Itl NORTH CHANNEL
END OF S CHANNEL
NR OAK GROVE
WEbT OF PALM POINT
N END OF N CHANNEL
NR EAGLE HARBOR
NR HIGHLAND VIEW
AT G.C.C. CHANNEL
IN NORTH CHANNEL
STATE
MINOR BASIN
45
FLORIOA
45
FLORIDA
45
Florida
45
FLORIOA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIOA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIDA
45
FLORIOA
45
FLORIDA
45
FLORIDA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
APALACHICOLA
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
RIVER ST.JOS
-------
ST. JOSEPH SAY FIELD SURVEY
STATION - Sj-I-1 INTRACOASTAL WW * STATE HYT1 BRO APALACHICCLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
00480
31505
31615
00400
depth'
TIDE
WATER
DO
SALINITY
TOT COLl
FEC COL t
PH
stage
TEMP
PROBE
HPN CONF
MPNECMED
DATE TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/100ML
SU
751201 2110
1
1020
16.3
8.0
0.9
221
130
751201 2111
10
1020
16.1
8.0
2.9
751201 2112
19
1020
16.0
8.1
2.9
751202 1250
1
3020
170
SO
751202 1250
ia
3020
15. 8
8.1
0.3
751202 1251
9
3020
15.6
8.1
0.3
751202 1252
l
3020
15. 0
8.1
0.3
751203 1230
l
3020
50
20K
751203 1230
16
3020
14.6
8.2
O.S
7.2
751203 1231
8
3020
14.7
8.2
O.S
751203 1232
1
3020
14.7
8.2
0.6
751204 1343
1
3020
SO
20
751204 1343
17
3020
14.8
8.8
0.7
751204 1344
8
3020
14.6
8.8
0.8
751204 1345
1
3020
14.5
8.8
0.7
751201
NUMHER
12
12
12
4
4
1-
MAXIHUM
16.3
8.8
2.9
221
130
MINIMUM
14.5
8.0
0.3
50
20K
MEAN
IS.3
8.3
0.9
123
55
751204
00003
00067
00610
00625
00665
00680
00630
depth
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N0H&N03
STAGE
TOTAL
N
C
N-TOTAL
date time
FEET
CODE
HQ/L
MG/L
MG/L P
HG/L
HG/L
751201 2110
1
1020
751201 2111
10
1020
751201 2112
19
1020
751202 1250
1
3020
751202 1250
18
3020
7512u2 1251
9
3020
751202 1252
1
3020
751203 1230
I
3020
751203 1230
16
3020
0.01
0.10K
0.03
*.7
0.17
751203 1231
8
3020
751203 1232
1
3020
0.01
0.1 OK
0.03
S.l
0.17
751204 1343
I
3020
751204 1343
17
3020
751204 1344
e
3020
751204 1345
l
3020
7512U1
. NUMBER
2
2
2
2
2
maximum
0.01
0.1 OK
0.03
5.1
0.17
minimum
0.01
0 »1 OK
0.03
~ .7
0.17
MEAN
0.01
0.10
0.03
4.9
0.17
751204
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-I-2 INTRACOASTAL WW AT THE "KINK" APALACHICOLA RIVER ST.JOSEPH dAY STUDY
00 003
00067
00010
00299
00480
31505
31615
00400
DEPTH
TIDE
WATER
DO
SALINITY
TOT COL I
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONF
MPNECMEO
DATE
TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/1O0ML
SU
751301
2125
1
1020
15.9
7.6
3.6
170
20K
7512U1
2126
7
1020
16.0
7.7
6.8
751201
2127
15
1020
16.0
7.8
9.6
230
20
751202
1345
1
3020
751202
1345
14
3020
16.7
6.3
30.2
751202
1346
7
3020
16.0
8.2
0.9
751202
1347
1
3020
16.1
a.l
o.a
60
20
751203
1215
I
3020
75120 3
1215
12
3020
16.1
7.0
25.6
7.3
751203
1216
6
3020
15.0
7.8
0.8
751203
1217
1
3020
15.2
7.9
0.9
7.2
751204
1325
1
3020
20
20K
7 51204
1325
12
3020
15.5
8.3
13.9
751204
1326
6
3020
14.9
8.6
1.3
751204
1327
1
3020
14.4
8.8
1.0
7512U1
NUhMER
12
12
12
4
4
2
MAXIMUM
16.7
8.8
30.2
230
20
7.3
MINIMUM
14.4
6.3
0.8
20
20K
7.2
"EAN
15.6
7.9
7.9
125
20
7.2
751204
00003
00067
00610
00625
00665
00680
00630
depth
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02&NO3
STAOE
TOTAL
N
C
N-TOTAL
OATC
TIME
FEET
CODE
MO/L
MG/L
MG/L P
MG/L
MG/L
751201
2125
1
1020
751201
2126
7
1020
751201
2127
15
1020
751202
1345
1
3020
751202
1345
14
3020
751202
1346
7
3020
7512U2
1347
1
3020
751203
1215
1
3020
751203
1215
12
3020
0.01
0.13
0.0*
5.1
0.15
751203
1216
6
3020
751203
1217
1
3020
0.01K
0 • 1 OK
o
o
*
5.1
0.17
751204
1325
1
3020
751204
1 J25
12
3020
751204
1326
6
3020
751204
1327
1
3020
751201
NUMBER
2
2
2
2
2
MAXIMUM
0.01
0.13
0.04
5.1
0.17
MINIMUM
0.01K
0 .1 OK
0.04
5.1
0.15
'•'£ AN
0.01
0.11
0.04
5.1
0.16
751204
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-3
6VLF CO CANAL NR EXPLOSIVES DOCK APALACHICOLA RIVER ST.JOSEPH BAY STUDY
DATE TIME
751201
?51201
7b1201
751202
751202
751202
751202
751202
751202
751202
751202
751203
751203
751203
751203
751203
751203
751203
751203
751204
751204
751204
751204
3100
2101
2102
1240
1240
1241
1242
2210
2210
2211
2212
1207
1207
1208
1209
2150
2150
2151
2152
1300
1300
1301
1302
00003
DEPTH
FEET
I
1
12
00067
TIDE
STAGE
CODE
1020
1020
1020
3020
3020
3020
3020
1020
1020
1020
1020
3020
3020
3020
3020
1020
1020
1020
1020
3020
3020
3020
3020
00010
WATER
TEMP
CENT
15.8
16.6
16.7
16.0
16.6
16.4
16.5
16.5
15.3
15.4
15.1
15.5
16.4
16.3
16.4
14.8
14.8
14.6
00299
DO
PROBE
HG/L
7.6
7.0
7.1
7.6
8.0
8.1
7.4
7.4
7.6
7.6
7.9
8.0
6.2
7.3
7.2
8.3
8.6
8.8
00480
SALINITY
PPTH
8.9
31.6
31.3
4.4
1.9
0.6
32.9
32.8
12.8
6.1
1.1
0.8
32.7
32.7
32.7
6.3
3.1
2.3
31505
TOT COLl
MPN CONf-
/100ML
130
230
170
105
20
110
31615
FEC COLl
MPNECMEO
/100ML
50
80
20
00400
PH
SU
35K
20K
80
7.4
7.3
8.2
8.2
751201
.dumber 18 18 18 6 6 *
MAXIMUM 16.7 8.8 32.9 230 80 8.2
MINIMUM 14.6 7.0 0.6 20 20K 7.3
MEAN 15.9 7.8 15.3 128 48 7.8
751204
00003
00067
00610
00625
00665
00680
00630
depth
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE
TIME
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
MG/L
751201
2100
1
1020
751201
2101
7
1020
751201
2102
14
1020
751202
1240
1
3020
751202
1240
11
3020
751202
1241
5
3020
751202
1242
1
3020
751202
2210
1
1020
751202
2210
12
1020
751202
2211
6
1020
751202
2212
1
1020
751203
1207
1
3020
751203
1207
11
3020
0.01
0.35
0.25
17.0
0.17
751203
1208
5
3020
751203
1209
1
3020
0.05
0.10K
0.04
5.3
0.17
751203
2150
1
1020
751203
2150
11
1020
0.01
0.35
0.07
5.1
0.01
751203
2151
5
1020
751203
2152
1
1020
0.01
0.24
0.07
6.2
0.03
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-3 GULF CO CANAL NR EXPLOSIVES OOCK APALACHICOLA RIVER ST.JOSEPH BAY STUOY
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02S.N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
MG/L
HG/L P
MG/L
MG/L
75120* 1300
1
3020
75120* 1300
11
3020
75120* 1301
5
3020
75120* 1302
1
3020
751201
NUMBER
*
*
*
4
*
maximum
0.05
0.35
0.25
17.0
0.17
MINIMUM
0.01
0.1 OK
0.0*
5.1
0.01
MEAN
0.02
0.26
0.11
8.*
0.09
75120*
-------
STATION - SJ-G-4
ST. JOSEPH BAY FIELD SURVEY
GULF CO CANAL UPSTRM FRM HY98 BR APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
depth
TIDE
STAGE
DATE
TIME
FEET
CODE
751201
2046
1
1020
751201
2047
7
1020
751201
2048
14
1 020
751202
1225
1
3020
751202
1225
12
3020
751202
1226
6
3020
75120 2
1227
1
3020
751202
2155
1
1020
751202
2155
14
1020
751202
2156
7
1020
751202
2157
1
1020
751203
1156
1
3020
751203
1156
12
3020
751203
1157
6
3020
751203
1158
1
3020
751203
2135
1
1 020
751203
21 35
14
1 020
751203
2136
7
1020
751203
2137
1
1020
751204
1250
1
3020
751204
1250
12
3020
751204
1251
6
3020
7512U4
1252
1
3020
751201
nuwhe^
maximum
MINJMUM
MEfcN
75120*
00010 00299 00480
WATER PO SALINITY
TEMP PROBE
CENT MG/L PPTM
16.8 7.0 30.1
16.8 6.9 33.8
16.7 7.1 33.7
15.6 7.9 6.6
15.6 7.9 6.7
15.9 7.9 5.9
16.4 7.8 34.1
16.3 7.8 34.0
16.4 7.4 33.9
15.4 7.6 9.0
15.4 7.6 8.9
15.7 7.6 8.3
16.2 8.7 32.8
16.3 8.6 32.9
16.2 8.4 32.7
15.4 8.1 11.3
15.4 8.0 11.1
15.7 8.0 10.2
18 18 18
16.8 6.7 34.1
15.4 6.9 5.9
16.0 7.8 20.9
31505 31615 00400
TOT COLI FEC COLI PM
MPN CONF MPNECMEO
/100HL /100ML SU
220 20
130 130
210 20
50 20
7.8
7.6
SO 20K
8.2
6.2
20 20K
6 6 4
220 130 8.2
20 20K 7.6
113 38 T.9
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIOE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE
TIME
FEET
COOE
MG/L
MG/L
MG/L P
HG/L
MG/L
751201
2046
1
1020
751201
2047
7
1020
751201
2048
14
1020
751202
1225
1
3020
751202
1225
12
3020
751202
1226
6
3020
751202
1227
1
3020
7S1202
2155
1
1020
751202
2155
14
1020
751202
2156
7
1020
751202
2157
1
1020
751203
1156
1
3020
751203
1156
12
3020
0.05
0.25
0.05
5.2
0.11
751203
1157
6
3020
751203
1 158
I
3020
0.01
0.87
0.04
4.0
0.12
751203
2135
1
1020
751203
2135
14
1020
0.01
0.25
0.07
4.0
0.01
751203
2136
7
1020
751203
2137
1
1020
0.01K
0.27
0.07
6.0
0.01
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-4 GULF CO CANAL UPSTRM FfiM HY98 BR APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00610
00625
00665
00660
00630
OEPTH
TIDE
NM3-N
TOT KJEL
PHOS-TOT
T ORG C
N021N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MS/L
MG/L
MG/L P
MG/L
MG/L
751204 1250
1
3020
75120* 1250
12
3020
751204 1251
6
3020
751204 1252
1
3020
7512U1
Nu>*PE8
4
4
4
4
4
MAXIMUM
o.os
0.87
0.07
6.0
0.12
minimum
0. OIK
0.25
0.04
4.0
0.01
0.02
0.41
0.06
4.8
0.06
751204
-------
ST. JOSEPH BAY FIELD SURVEY
STATION -,SJ-BM-001
00003
DEPTH
DATE TIME FEET
751201 2145 1
751202 1410 1
751202 2230 1
751203 1315 1
751203 2215 1
751204 1410 1
751201
NUMBER
MAXIMUM
MINIMUM
MEAN
751204
GULF CO CANAL * BASC MAGNESIA
31505 31615 ODOOZ
TOT COL I FEC COLI HSAMPLOC
MPN CONF KPNECMEO * FKOM
/100ML /1OOML RT BANK
50 20
50 20K
110 70
130 20
20 20K 50
130 SO
6 6
130 70
20 20K
62 33
APALACHICOLA RIVER ST.JOSEPH BAY STUDY
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-5
GULF CO
CANAL UPSTRM
FROM 8AY
APALACHK
. _
00003
00067
00010
00299
00480
DEPTH
TIDE
WATEft
DO
SALINITY
STAGE
TEMP
PHOdE
DATE
TIME
FEET
CODE
CENT
HG/L
PPTH
751201
2037
1
1020
16.9
6.4
33. 4
751201
2038
7
1020
16.9
6.4
34.8
751201
2039
15
1020
16.6
6.5
34.8
7512U2
1210
1
3020
751202
1210
13
3020
16.0
6.2
34.2
7512U2
1211
6
3020
16.0
6.7
33.2
751202
1212
1
3020
16.2
7.8
7.7
751202
2130
1
1020
751202
2130
14
1020
15.8
7.8
34.4
751202
2131
7
1020
15.9
7.8
34.3
751202
2132
1
1020
15.8
7.0
34.2
751203
1140
1
3020
751203
1140
12
3020
15.7
7.0
30.4
751203
1141
6
3020
15.4
7.8
9.9
751203
1142
1
3020
15.6
7.8
9.9
751203
21 10
1
1020
7512U3
2110
14
1020
15.9
8.4
33.1
751203
2111
7
1020
15.9
8.4
33.2
7512U3
2112
1
1020
15.9
8.4
33.2
751204
1235
1
3020
751204
1235
12
3020
15.3
B.l
22.0
751204
1236
6
3020
15.2
8.1
12.2
751204
1237
1
3020
15.7
8.4
12.6
ST.JOSEPH BAY STUDY
31505
TOT COL I
MPN CONF
/100ML
110
170
130
130
230
23000
31615
FEC COL I
MPNECMED
/100ML
20K
20
20K
20K
80
7900
00400
PH
SO
8.1
7.7
8.1
8.1
751201
NUMBER
MAXIMUM
MINIMUM
MEAN
751204
18
16.9
15.2
15.9
18
8.4
6.2
7.5
18
34.8
7.7
26.5
6
23000
110
3962
6
7900
20K
1343
4
8.1
7.7
8.0
00003
00067
00610
00625
00665
00680
00630
OEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE
TIME
FEET
CODE
HG/L
MG/L
MG/L P
HG/L
MG/L
751201
2037
1
1020
751201
2038
7
1020
751201
2039
15
1 020
751202
1210
1
3020
751202
1210
13
3020
751202
1211
6
3020
751202
1212
1
3020
751202
2130
1
1020
751202
2130
14
1 020
7bl202
2131
7
1 020
751202
2132
1
1 020
751203
1140
1
3020
0.19
751203
1140
12
3020
0.05
0.20
0.06
4.7
751203
1141
6
3020
0.11
751203
1142
1
3020
0.01
0.15
0.0*
4.5
751203
211 0
1
1020
25.0
0.01
751203
2110
14
1020
0.13
0.15
0.09
751203
2111
7
1 020
21.55
0.01K
751203
2112
1
1020
0.05
0.55
0.14
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-5 GULF CO CANAL UPSTRM FROM 8AY APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N024N03
STAGE
TOTAL
N
c
N-TOTAL
DATE
time
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
HG/L
75120*
1235
1
3020
75120*
1235
12
3020
75120*
1236
6
3020
751204
1237
1
3020
751201
NUMHER
4
4
4
4
4
maximum
0.13
0.20
0.09
25.0
0.19
MINIMUM
0.01
0.15
0.0*
4.5
0.01
MEAN
0.06
0.26
o.na
13.9
0 JIB
75120*
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-001 GULF CO CANAL AT CNTY XTP OISCH APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003 31505 31615
DEPTH TOT COL 1 FEC CULI
MPN CONF MPNECMEO
OATE TIKE FEET /100ML /100ML
751201 13*5 1 1300 ZOK
751201 MOO 1 1360 20K
751202 0825 1 70 20K
751202 1325 1 790 20
' 753202 2015 1 50 20
5 751202 23*5 1 270 40
I 751203 0855 1 490 330
751203 1530 1 2210 130
751203 2015 1 1720 490
751203 2330 1 2300 490
751204 0855 1 23000 3300
751204 1225 1 23000 13000
751204 1710 1 79000 3300
751201
NUMBER 13 13
maximum 79000 13000
MINIMUM 50 20K
MEAN 10428 1629
751204
-------
ST. JOSEPH
BAY FIELD
SURVEY
STATION - SJ-O-
6
GULF CO
CANAL AT (JS
HY98 BRIDGE APALACHICOLA RIVER
ST.JOSEPH
BAY STUD'
00003
00067
00010
00299
00480
31505
31615
00400
DEPTH
TIDE
water
DO
SALINITY
TOT COL I
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONF
HPNECMED
OATE TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/100ML
SU
751201 2025
1
1020
16.6
6.6
34.7
20K
20 K
751201 2026
15
1020
16.9
6.9
35.2
751201 2027
29
1020
16.9
6.9
35.0
210
20K
751202 1200
' 1
3020
751202 1200
24
3020
16.0
7.0
34.1
751202 1201
12
3020
16.0
6.9
34.6
751202 1202
1
3020
19.8
5.2
6.0
110
20K
751202 2120
1
1020
751202 2120
23
1020
15.6
8.2
34.3
751202 2121
11
1 020
15.8
. 8.2
34.3
751202 2122
1
1020
15.8
8.0
34.1
751203 1122
1
3020
1090
130
8.2
751203 1122
21
3020
16.3
6.8
34.6
751203 1123
10
3020
16.2
6.7
34.6
7512U3 1124
1
3020
16.5
7.7
9.5
20K
20K
7«7
751203 2100
1
1020
8.5
751203 2100
19
1020
15.9
8.6
33.2
751203 2101
9
1020
15.9
8.4
33.2
8.2
751203 2102
1
1020
16.0
8.4
33.1
75U04 1200
1
3020
17200
2300
751204 1200
24
3020
16.0
8.2
34.4
751204 1201
12
3020
16.1
e.o
33.9
751204 1202
1
3020
15.4
8.7
12.1
751201
NUMBER
18
18
18
6
6
4
maximum
19.8
6.7
35.2
17200
2300
a. s
MINIMUM
15.4
5.2
6.0
20K
20K
7.7
M EAH
16.3
7.5
30.0
3108
418
8.1
751204
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02S.N03
STAGE
TOTAL
N
C
N-TOTAL
t)ATE time
FEET
CODE
MG/L
HG/L
MG/L P
MG/L
MG/L
751201 2025
1
1020
751201 2026
IS
1020
751201 2027
29
1020
751202 1200
1
3020
751202 1200
24
3020
751202 1201
12
3020
751202 1202
1
302 0
751202 2120
1
1020
751202 2120
23
1020
7512o2 2121
11
1020
7512u2 2122
1
1020
751203 1122
1
3020
751203 1122
21
3020
0.01
0.38
0.21
17.0
0.01K
751203 1123
10
3020
751203 1124
1
3020
O.OS
1.30
0.13
40.0
0.06
751203 2100
1
1020
751203 2100
19
1020
0.01
0.11
0.08
3.7
0.01K
751203 2101
9
1020
751203 2102
1
1020
0.01
0.23
0.07
3.7
0.01K
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-G-6 GULF CO CANAL AT US HY98 BRIDGE APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00610
00625
00665
00680
00630
depth
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
HG/L
MG/L P
MG/L
MG/L
75120* 1200
1
3020
751204 1200
24
3020
751204 1201
12
3020
751204 1202
1
3020
751201
NUM0E1?
4
4
4
4
4
MAXIMUM
0.05
1.30
0.21
40.0
0.06
minimum
0.01
0.11
0.07
3.7
0.01C
MEAN
0.02
0.50
0.12
16.1
0.02
751204
-------
ST. JOSEPH
BAY FIELD
SURVEY
STATION - SJ-S'
-7
ST,JOSEPH
BAY NR HIGHLAND VIEW
APALACHlCOLA RIVER
ST.JOSEPH
BAY STUDY
00003
00067
00010
00299
00480
31505
31615
00400
depth
TIDE
WATER
DO
SALINITY
TOT COLI
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONF
MPNECMED
DATE TIME
FEET
CODE
CENT
MG/L
PPTH
/1O0ML
/100ML
SU
751201 19*5
1
1020
16.4
7.5
34.6
20K
20K
751201 2010
2
1020
16.4
7.2
34.6
751201 2011
7
1020
17.0
7.2
35.0
751201 2012
IS'
1020
17.1
6.4
35.6
751202 1123
1
3020
16.0
6.3
34.3
751202 112*
6
3020
16.0
6.3
34.4
751202 1125
1
3020
20K
20K
7512t2 1125
12
3020
15.9
6.2
34.4
751202 20*0
>
1020
20K
20K
751202 2040
15
1020
16.6
7.0
34.6
751202 2041
7
1 020
16.0
7.9
34.3
751202 2042
1
1 020
16.0
7.9
34.4
751203 1050
1
3020
20K
20K
751203 1050
11
3020
16.3
6.B
34.9
8.2
751203 1051
5
3020
15.6
7.1
34.6
751203 1 0b2
1
3020
15.7
7.0
34.S
e.o
751203 2005
1
1020
20K
20K
751203 2005
14
1020
16.5
7.6
34.6
7.1
751203 2006
7
1020
16.2
8.1
33.2
7bl203 2007
1
1020
16.2
e.i
33.1
e.2
75120* 1121
1
3020
20K
20K
75120* 1121
10
3020
16.3
7.8
35.0
75120* 1122
5
3020
16.2
7.9
34.9
751204 1123
1
3020
16.2
7.9
34.8
751201
NUMBER
19
19
19
6
6
4
MAXIMUM
17.1
8.1
35.6
20K
20K
6.2
MINIMUM
15.6
6.2
33. 1
20K
20K
7.1
MEAN
16.2
7.3
34.5
20
20
7.9
75120*
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T OHG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
MG/L
751201 1945
1
1020
751201 2010
2
1020
751201 2011
7
1020
751201 2012
13
1020
751202 1123
1
3020
751202 112*
6
3020
751202 1125
1
3020
7512U2 1125
12
3020
751202 2040
1
1020
751202 2040
15
1020
7512u2 20*1
7
1020
751202 2042
1
1020
751203 1050
I
3020
751203 1050
11
3020
0.03
0.13
0.06
3.7
0.01K
751203 1051
5
3020
751203 1052
1
3020
0.01
0.20
0.05
3.2
0.01
751203 2005
1
1020
751203 2005
14
1020
0.01
0.13
0.04
3.4
0.01K
-------
ST. JOSEPH 8AV FIELD SURVEY
STAJION - SJ-S-7 ST.JOSEPH BAY NP HIGHLAND VIEW APALACHICOLA BIVER ST.JOSEPH BAY STUDY
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
NO2C.N03
STAGE
TOTAL
N
C
n-total
DATE
TIME
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
MG/L
751203
2006
7
1020
751203
2007
1
1020
0.15
0.15
<#
o
•
o
3.7
0.05
75120*
1121
1
3020
75120*
1121
10
3020
75120*
1122
5
3020
75120*
1123
1
3020
751201
NUtftJER
~
4
- 4
4
4
MAX1MUM
0.15
0.20
0.06
3.7
0.05
MINIMUM
0.01
0.13
0.0*
3.2
0.01K
ME AN
0.05
0.15
0.05
3.5
0.02
75120*
-------
STATION - SJ-S-8
ST.
00003
00067
DEPTH
TIDE
STAGE
DATE
TIME
FEET
CODE
751201
2015
1
1020
751201
2016
7
1020
751201
2017
14
1020
7512U2
1130
1
3020
751202
1130
13
3020
751202
1131
1
3020
751202
1132
6
3020
751202
2055
1
1020
751202
2055
14
1020
751202
2056
7
1020
751202
2057
1
1020
751203
1055
1
3020
751203
1055
12
3020
751203
1056
6
3020
751203
1057
1
3020
751203
20 15
I
1020
751203
2015
14
1020
751203
2016
7
1020
751203
2017
1
1020
751204
1130
1
3020
751204
1130
12
3020
751204
1131
6
3020
751204
1132
1
3020
751201
NUMBER
MiXIMUM
MINIMUM
ME AM
751204
00003
00067
DEPTH
TIDE
STAGE
DATE
TIME
FEET
CODE
751201
2015
1
1020
751201
2016
7
1020
751201
2017
14
1020
751202
1130
1
3020
751202
1)30
13
3020
751202
1131
1
3020
751202
1132
6
3020
751202
2055
1
1020
751^02
2055
14
1020
751202
2056
7
1020
751202
2057
1
1020
751203
1055
1
3020
751203
1055
12
3020
751203
1056
6
3020
751203
1057
1
3020
751203
2015
1
1020
751203
2015
14
1020
751203
2016
7
1020
751203
2017
1
1020
ST. JSSEPH BAYFIELD SURVEY
I BAY AT G.C.C. CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUOY
00010 00299 00480
WATER 00 SALINITY
TEMP PROBE
CENT MG/L PPTH
16.7 7.1 34.3
16.9 7.2 34.4
16.9 6.0 35.3
16.4 6.8 34.3
15.9 6.7 32.7
16.1 7.0 34.4
16.0 7.8 34.5
15.8 8.0 34.2
15.8 6.0 34.2
16.5 6.7 35.1
16.4 7.0 34.8
16.1 7.0 31.3
16.2 8.6 33.6
16.0 8.4 33.3
15.8 8.4 33.0
15.9 8.2 34.9
15.8 8.3 34.6
15.6 8.2 34.4
18 18 18
16.9 6.6 35.3
15.6 6.7 31.3
16.2 T.6 34.1
31505 31615 00400
TOT COH FEC COLI PM
KPN CONF MPNECHEO
/100ML /100ML SU
50 20K
SO 20K
20 20K
70 20K
8.3
8.1
20K 20K
8.4
e.3
130 50
6 6 4
130 50 S.4
20K 20K 8.1
5T 25 8.3
00610
NH3-N
TOTAL
MG/L
00625
TOT KJEL
N
MG/L
00665
PHOS-TOT
MG/L P
00680
ORG C
C
MG/L
00630
N02&N03
N'TOTAL
MG/L
0.05
0.01
0.03
0.05
0.40
0.15
0.24
0.07
0.04
0.04
0.05
4.9
6.2
3.2
3.0
0.01
0.05
0.01K
0.01
-------
ST. JOSEPH BAY FIELD SURVEY
STATION -.SJ-S-8 ST.JOSEPH BAY AT G.C.C. CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T OUG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
MG/L
75120* 1130
1
3020
751204 1130
12
3020
751204 1131
6
3020
751204 1132
1
3020
751201
numhE^
4
3
4
4
4
MAXIMUM
O.OS
0.40
0.05
6.2
O.OS
MINIMUM
0.01
0.15
0.04
3.0
0.01K
ME AM
0.0 4
0.26
0.05
4.3
0.04
7512U4
-------
STATION - SJ-S-9 ST.
00003
00067
DEPTH
TIDE
STAGE
DATE
TIME
FEET
COOE
751202
1140
, 1
3020
751202
1140
33
3020
7S1202
1141
16
3020
751202
1142
1
3020
751202
2100
1
1020
751202
2100
36
1020
751202
2101
18
1020
751202
2102
1
1020
751203
UOO
1
3020
751203
UOO
33
3020
751203
1101
16
3020
751203
1102
1
3020
751203
2040
1
1020
751203
2040
33
1020
751203
2041
16
1020
75120 J
2042
1
1020
75120 4
1)44
1
3020
751204
1144
33
3020
751204
1145
16
3020
751204
1146
1
3020
751202
NUMBER
MAXIMUM
MINI HUM
ME AN
751204
00003
00067
OEPTH
TIDE
STAGE
OATE
time
FEET
CODE
751202
1140
1
3020
751202
1140
33
3020
751202
1141
16
3020
751202
1142
1
3020
751202
2100
1
1020
751202
2100
36
1 020
751202
2101
18
1020
751202
2102
1
1020
751203
UOO
1
3020
751203
1100
33
3020
751203
1101
16
3020
7S1203
1102
1
3020
75)203
2040
1
1020
751203
2040
33
1 020
751203
2041
16
1020
751203
2042
1
1020
751204
1 144
1
3020
751204
1144
33
3020
751204
1145
16
3020
751204
1146
1
3020
ST. JOSEPH BAY FIELD SURVEY
¦I 8aY IN NORTH CHANNEL. APALACHICOLA RIVER ST.JOSEPH BAY STUD*
00010
WATtH
TEMP
CENT
17.3
15.9
16.1
17.1
16.2
15.9
IT.2
16.4
16.0
17.0
16.3
16.0
17.3
16.2
16.3
00299
00
PROBE
MG/L
5.4
6.7
6.9
5.2
7.4
7.8
5.1
7.5
6.9
6.4
7.0
8.4
5.2
7.5
7.7
00480
SAL INITY
PPTH
36.1
34.3
33.2
36.0
34.5
34.0
36.1
34.9
34.2
35.6
34.9
33.4
35.8
34.6
34.4
31505
TOT COL I
MPN CONF
/IOOML
80
20
31615
FEC COLI
MPNECMEO
/IOOML
20K
20K
00400
PH
SU
80
20K
20K
20
20K
20K
8.3
8.2
B.4
8.3
15 15 15
17.3 8.4 36.1
15.9 5.1 33.2
26.5 6.7 34.8
5 5 4
80 20 8.4
20K 20K 8.2
44 20 A. 3
00610
NH3-N
TOTAL
MG/L
00625
TOT KJEL
N
MG/L
00665
PHOS-TOT
MQ/L P
00680
T OKG C
C
MG/L
00630
N02&N03
N-TOTAL
MG/L
0.04
0.05
0.03
0.09
0.24
0.10K
0.10K
0.25
0.06
0.04
0.05
0.04
2.4
3.0
2.6
2.6
0.01
O.OIK
0.01K
0.01
-------
STATION - SJ-S-9
ST. JOSEPH BAY FIELD SURVEY
ST.JOSEPH BAY IN NORTH CHANNEL APALACH1COLA RIVER ST.JOSEPH BAY STUDY
00003
DEPTH
DATE TIME FEET
751202
NUMBER
MAXIMUM
MINIMUM
MEAN
751204
00067 00610 00625
TIDE NH3-N TOT KJEL
STAGE TOTAL N
CODE MG/L MG/L
4 4
0.09 0.25
0.03 0.10K
0.05 0.17
00665 00680 00630
PHOS-TOT T ORG C N02&N03
C N-TOTAL
MG/L P MG/L HG/L
4 4 4
0.06 3.0 0.01
0.04 2.4 0.01K
0.05 2.6 0.01
-------
STATION - SJ-S-
10
ST. JO'
00003
00067
DEPTH
TIDE
STflGE
DATE
TIME
FEET
CODE
751202
1150'
1
3020
751202
1150
29
3020
751202
1151
14
3020
751202
1152
1
3020
751202
2110
1
1020
751202
2110
35
1020
751202
2111
17
1020
7512U2
2112
1
1020
751203
1110
1
3020
7512U3
in-1
22
3020
751203
1111
11
3020
751203
1112
1
3020
751203
2045
1
1020
751203
2045
34
1020
751203
2046
17
1020
751203
2047
1
1020
75I2U4
1150
1
3020
751204
USO
20
3020
751204
1151
10
3020
751204
1152
1
3020
751202
NUMHES
MAXIMUM
MINIMUM
MEAN
751204
00003
00067
depth
TIDE
STAGE
DATE
TIME
FEET
CODE
751202
1150
1
3020
751202
1150
29
3020
751202
1151
14
3020
75120 2
1152
1
3020
751202
2110
1
1020
751202
2110
35
1020
751202
21 1 1
17
1020
751202
21 12
1
1020
751203
1110
1
3020
751203
1110
22
3020
751203
1111
11
3020
751203
11 12
1
3020
751203
2045
1
1 020
751203
2045
34
1020
751203
2046
17
1020
751203
2047
1
1020
751204
1150
1
3020
751204
1150
20
3020
751204
1151
10
3020
751204
1152
1
3020
ST. JOSEPH BAY FIELD SURVEY
1 BAY IN SOUTH CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00010
WATER
TEMP
CENT
16.5
15.8
16.0
17.1
15. B
15.7
16.6
15.8
15.9
16.9
16.1
15.8
16.3
16.4
16.1
00299
DO
PROBE
MG/L
6.2
6.T
6.6
7.4
7.8
7.8
6.3
6.8
6.6
5.4
7.5
8.2
6.9
7.3
7.6
00480
SALINITY
PPTH
35.6
34.3
34.1
36.0
34.3
34.3
35.0
34.5
34.6
35.5
34.5
33.1
35.0
35'. 0
34.5
31505
TOT COL I
MPN CONF
/100ML
20K
20
31615
FEC COL I
MPNECMED
/100ML
20K
20K
00400
PH
SU
35
20K
50
20
20K
20
6.2
8.1
8.3
8.3
15 15 15
17.1 8.2 36.0
15.7 5.4 33.1
16.2 7.0 34.7
5 5 4
50 20 8.3
20K 20K 8.1
29 20 6.2
00610
NHJ-N
TOTAL
MG/L
00625
TOT KJEL
N
MG/L
00665
PMOS-TOT
MG/L P
00680
T OHG C
C
MG/L
00630
N02&N03
N-TOTAL
MG/L
0.05
0.13
0.05
0.050
0.10K
0.10K
0.13
O.IOK
0.07
0.05
0.06
0.05
3.2
2.6
3.2
2.6
0.01
0.01
0.01
0.01
-------
STATION - SJ.-S-10
ST. JOSEPH BAY FIELD SURVEY
ST.JOSEPH BAY IN SOUTH CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUOY
00003
DE^Th
OATE TIME FEET
751202
nuxher
MAXIMUM
MINIMUM
HE AN
75120*
00067 00610 00625
TIDE NH3-N TOT KJEL
STAGE TOTAL N
CODE MG/L MG/L
4 4
0.13 0.13
0.05 0.10K
0.07 0.11
00665 00680 00630
PHOS-TOT T ORG C N02&N03
C N-TOTAL
HG/L P MG/L MG/L
4 4 4
0.07 3.2 0.01
0.05 2.6 0.01
0.06 2.9 0.01
-------
ST. JOSEPH BAY FIELD SURVEY
STATION " Sj-S-U
ST.JOSEPH SAY OFF PALM POINT APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
00480
31505
3161S
00400
depth
TIDE
WATER
DO
SALINITY
TOT COLI
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONF
MPNECMED
DATE
TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/10 OML
SU
751202
1115
1
3020
20K
20K
751202
111S
23
3020
16.9
6.0
34.5
751202
1116
11
3020
15.6
7.0
34.5
751202
1117
1
3020
15.6
7.0
34.3
751203
1040
1
3020
20
20K
8.2
751203
1040
21
3020
17.0
6.4
35.5
751203
1041
10
3020
15.5
7.2
34.8
751203
1042
1
3020
15.7
7.3
34.7
8.2
751204
1111
1
3020
20K
20K
75120*.
1111
20
3020
16.0
7.9
35.0
751204
1112
10
3020
15.6
6.4
34.7
751204
1113
1
3020
15.4
8.4
34.0
751202
NUMBER
9
9
9
3
3
2
MflXIMUM
17.0
8.4
35.5
20
20K
8.2
minimum
15.4
6.0
34.0
20K
20K
8.2
~-EAN
15.9
7.3
34.7
20
20
8.2
751204
00003
00067
00610
00625
00665
00660
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N0Z&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
code
MG/L
MG/L
MG/L P
MG/L
MG/L
751202 1115
1
3020
751202 1115
23
3020
751202 1116
11
3020
751202 1117
1
3020
751203 1040
1
3020
751203 1040
21
3020
0.03
0.10K
0.09
4.6
o.oik'
751203 1041
10
3020
751203 1042
1
3020
0.03
0.24
0.06
2.4
0.01K
751204 1111
1
3020
751204 1111
20
3020
751204 1112
10
3020
751204 1113
1
3020
751202
NUMBER
2
2
2
2
2
MAXIMUM
0.03
0.24
0.09
4.6
O.OIK
minimum
0.03
0.1 OK
0.06
2.4
0.01K
MEAN
0.03
0.17
0.07
3.5
0.01
751204
-------
STATION - SJ-S-12
ST.
00003
00067
OEPTH
TIDE
STAGE
DATE
TIME
FEET
CODE
751202
1040
1
3020
751202
1040
29
3020
751202
1041
14
3020
751202
1042
1
3020
751203
1030
1
3020
751203
1030
29
3020
751203
1031
14
3020
751203
1032
1
3020
7512 04
1100
1
3020
751204
1100
29
302O
7i>1204
1101
14
3020
751204
1102
1
3020
751202
NUMBER
MAX I MUM
MINIMUM
p£AN
75U04
00003
00067
DEPTH
TIDE
STAGE
DATE
TIME
FEET
CODE
751202
1040
1
3020
751202
1040
29
3020
751202
1041
14
3020
751202
1042
1
3020
751203
1030
1
3020
751203
1030
29
3020
751203
1031
14
3020
751203
1032
1
3020
751204
1100
1
3020
7S1204
1100
29
3020
751204
1101
14
3020
751204
1102
1
3020
751202
NUMBER
MAXIMUM
MINIMUM
MEAN
751204
ST. JOSEPH BAY FIELD SURVEY
I BAY IN NORTH CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00010 00299 00480
WATER 00 SALINITY
TEMP PROBE
CENT MG/L PPTH
16.9 5.8 36.2
IS.6 7.1 34.3
15.6 6.9 34.6
17.1 6.0 36.0
15.7 7.4 34.7
15.5 7.4
17.1 6.4 36.0
15.9 8.7 34.6
15.4 B.4 33.0
9 9 8
17.1 8.7 36.2
15.4 5.8 33.0
16.1 7.1 34.9
31505 31615 00400
TOT COL I FEC C0L1 PH
MPN CONF MPNECMED
/100ML /100ML SU
20K 20K
20K 20K
a.2
8.2
SO 20K
3 3 2
50 20K 8.2
20K 20K 8.2
30 20 8.2
00610
NH3-N
TOTAL
HG/L
00625
TOT KJtL
N
MG/L
00665
PMOS-TOT
MG/L P
00600
T ORG C
C
MG/L
00630
N02&N03
N-TOTAL
HG/L
0.05
0.13
0.10K
0.13
0.06
0.06
2.4
3.2
0.03
0.05
2
0.13
0.05
0. 09
2
0.13
0.10K
0.11
2
0.06
0.06
0.06
2
3.2
2.4
2.8
2
0.05
0.03
0.04
-------
ST. JOSEPH BAY FIELD SURVEr
STATION - SJ-S-13
ST.JOSEPH BAY END OF S CHANNEL APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
00480
oepth
tide
WATER
DO
SALINITY
STAGE
TEMP
PROBE
DATE
TIME
FEET
CODE
CENT
MG/L
PPTH
751202
1025
1
3020
35.4
751202
1025
28
3020
16.8
5.9
751202
1026
14
3020
16.0
7.2
34.2
751202
1028
1
3020
15.6
7.0
32.2
751203
1020
1
3020
35.0
751203
1020
27
3020
16.4
6.2
751203
1021
13
3020
15.6
7.0
34.4
751203
1022
1
3020
15.4
7.2
32.0
751204
1050
1
3020
751204
1050
26
3020
16.0
7.7
34.5
75120 4
1051
13
3020
15.4
8.1
34.5
751204
1052
1
3020
15.3
8.1
34.0
751202
NUMRER
9
9
9
MAX IMUM
16.8
8.1
35.4
MINIMUM
15.3
5.9
32.0
MEAN
15.8
7.2
34.0
751204
31505
TOT COLI
MPN CONF
/1OOML
20
50
31615
FEC COLI
HPNECMED
/IOOML
20K
20K
20
3
50
20
30
20K
3
20K
20K
20
00400
PM
SU
6.0
6.1
2
6.1
6.0
6.0
00003
00067
00610
00625
00665
depth
TIDE
NH3-N
TOT KJEL
PHOS-TOT
STAGE
TOTAL
N
DATE
time
FEET
CODE
MG/L
MG/L
MG/L P
751202
1025
1
3020
751202
10 25
28
3020
751202
1026
14
3020
751202
1028
1
3020
751203
1020
1
3020
751203
1 020
27
3020
0.01
0.10K
0.05
751203
1021
13
3020
751203
1022
1
3020
0.05
0.10K
0.05
751204
1050
1
3020
751204
1050
26
3020
751204
1051
13
3020
751204
1052
1
3020
751202
NUMBER
2
2
2
MAXIMUM
0.05
0 • 1 OK
0.05
MINIMUM
0.01
0.1 OK
0.05
ME AN
0.03
0.10
0.05
751204
00680
T ORG C
C
mg/l
3.0
2.6
2
3.0
2.6
2.8
00630
N021.N03
N-TOTAL
MG/L
0.01K
0.03
2
0.03
0.01K
0.02
-------
ST. JOSEPH
BAV FIELD
SURVEY
STATION - 5J-5-
14
ST.JOSEPH
BAY NR OAK GROVE APALACHICOLA
RIVER ST
.JOSEPH SAY
STUDY
00003
00067
00010
00299
00480
31505
31615
00400
depth
TIDE
WATLH
00
SALINITY
TOT COL I
FEC COL I
PH
STAGE
TEMP
PROBE
MPN CONF
MPNECMED
OATE TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/100ML
SU
751202 1010
1
3020
20K
20K
751202 1010
19
3020
16.2
7.4
34.8
751202 1012
10
3020
16.3
7.2
34.8
751202 1013
1
3020
16.2
7.1
34.6
751203 1010
1
3020
20K
20K
751203 1010
19
3020
15.8
7.2
34.4
a.o
751203 1011
9
3020
15.7
7.0
34.7
751203 1012
1
3020
15.6
7.0
34.5
e.i
7S1204 1040
1
3020
20K
20K
751204 1040
18
3020
15.7
8.2
34.5
751204 1041
9
3020
15.5
8.1
34.5
751204 1042
1
3020
15.6
8.1
34.6
75120 2
NUMBER
9
9
9
3
3
2
MAXIMUM
16.3
8.2
34.8
20K
20K
8.1
MINIMUM
15.5
7.0
34.4
20K
20K
8.0
mE an
15.8
7.5
34.6
20
20
a.o
751204
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T ORG C
N024N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
MG/L
MG/L P
MG/L
MG/L
751202 1010
1
3020
751202 1010
19
3020
751202 1012
10
3020
751202 1013
1
3020
751203 1010
1
3020
751203 1010
19
3020
0.01
0.10K
0.04
2.0
0.01K
751203 1011
9
3020
751203 1012
1
3020
0.01
0.25
0.05
3.0
0.01K
751204 1040
1
3020
751204 1040
IB
3020
751204 1041
9
3020
751204 1042
1
3020
751202
NUMdEW
2
2
2
2
2
MAXIMUM
0.01
0.25
o.os
3.0
0.01K
MINIMUM
0.01
0.1 OK
0.04
2.0
0.01K
MEAN
0.01
0.17
0.04
2.5
0.01
751204
-------
S-15
ST.
00003
00067
.depth
TIDE
STAGE
DATE
time
FEET
CODE
751202
0905
1
3020
751202
0905
25
3020
751202
0907
12
3020
751202
0909
1
3020
751203
0925
1
3020
751203
0925
23
3020
751203
0926
11
3020
751203
0927
1
3020
7512U4
1000
1
3020
751204
1000
24
3020
7512U4
1001
12
3020
751204
1002
1
3020
751202
numsEh
MAX I HUH
MINIMUM
MEAN
751204
00003
00067
DEPTH
TIDE
STAGE
OATE
TIME
FEET
CODE
751202
0905
1
3020
751202
0905
25
3020
751202
0907
12
3020
751202
0909
1
3020
751203
0925
1
3020
751203
0925
23
3020
751203
0926
11
3020
751203
0927
1
3020
751204
1000
1
3020
751204
1000
24
3020
751204
1001
12
3020
751204
1002
1
3020
751202
NUH8ER
maximum
MINIMUM
MEAN
75120*
ST. JOSEPH BAY FIELD SURVEY
PH BAY WEST OF PALM POINT APALACHICOLA RIVER ST.JOSEPH BAY STUOY
00010
WATER
TEMP
CENT
00299
DO
PROBE
MG/L
00480
SALINITY
PPTM
31505
TOT COLI
MPN CONF
/1OOML
31615
FEC COLI
MPNECMEO
/1OOML
00400
PH
SU
17.0
16. B
15.8
17.0
16.0
15.4
17.6
16.0
15.7
6.1
7.0
7.0
6.0
7.2
7.2
7.1
8.6
8.6
35.8
35.0
34.7
35.6
35.3
34.4
36.4
35.0
34.7
20K
20K
20K
20K
20K
20K
8.2
8.3
9 9
17.6 8.6
15.4 6.0
16.4 7.2
9 3
36.4 20K
34.4 20K
35.2 20
3 2
20K 8.3
20k 8.2
20 8.2
00610
NHJ-N
TOTAL
MG/L
00625
TOT KJEL
N
MG/L
00665
PHOS-TOT
MG/L P
00680
T ORG C
C
HG/L
00630
N02&N03
N-TOTAL
HG/L
0.10
O.Ol
0.10K
0. 1 OK
0.07
0.04
2.6
2.6
0.05
0.01K
2
0.10
0.01
0.05
2
0.10K
0. 10K
0.10
2
0.07
0.04
0.05
2
2.6
2.6
2.6
2
0.05
0.01K
0.03
-------
STATION
- Sj-S-16
ST. JOSEPH BAY FIELD SURVEY
ST.JOSEPH BAY N END OF N CHANNEL APALACMICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
00480
31505
31615
00400
OEPTH
TIDE
WATER
DO
SALINITY
TOT COLI
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONf
MPNECMED
DATE TIME
FEET
CODE
CENT
MG/L
PPTH
/100ML
/100ML
SU
751202 0925
1
3020
20K
20K
751202 0925
38
3020
17.2
6.5
36.2
751202 0926
19
3020
16.5
7.3
34.7
751202 0927
1
3020
16.3
7.3
34.7
751203 0940
1
3020
20K
20K
751203 0940
34
3020
17.3
5.8
36.3
8.2
751203 0941
17
3020
15.6
7.2
34.8
751203 0942
1
3020
15.5
7.2
34.8
8.2
751204 1010
1
3020
20K
20K
751204 1010
33
3020
17.4
8.0
36.9
751204 1011
16
3020
15.6
8.6
34.7
751204 1012
1
3020
15.3
8.6
34.9
751202
NUMElEW
9
9
9
3
3
2
M 6 X I MUM
17.4
8.6
36.9
20K
20K
8.2
MINIMUM
15.3
5.8
34.7
20K
20K
8.2
MEAN
16.3
7.4
35.3
20
20
8.2
751204
00003
00067
00610
DEPTH
TIDE
NHJ-N
STAGE
TOTAL
OATE
TIME
FEET
CODE
MG/L
751202
0925
1
3020
751202
0925
38
3020
751202
0926
19
3020
751202
0927
1
3020
751203
0940
I
3020
751203
0>/40
34
3020
.01
751203
0941
17
3020
751203
0942
1
3020
0.01K
751^04
1010
1
3020
751204
1010
33
3020
751204
1011
16
3020
751204
1012
1
3020
751202
NUMBER
2
MAXIMUM
0.01
MINIMUM
O.OIK
MEAN
0.01
751204
00625 0066S 00680 00630
TOT KJEL PHOS-TOT T ORG C N02&N03
N C N-TOTAL
MG/L MG/L P MG/L MG/L
O.IK 0.06 2.6 0.01K
0.10K 0.07. 2.6 0.01K
2 2 2 2
0.01K 0.07 2.6 O.IK
0.01K O.Q6 2.6 O.IK
O.OIK 0.07 2.6 O.IK
-------
STATION
- SJ-S-17
ST. JOSEPH BAY FIELD SURVEY
ST.JOSEPH BAY NR EAGLE HARBOR APALACHICOLA RIVEH ST.JOSEPH BAY STUDY
00003
00067
00010
00299
00480
31S05
31615
00400
OEPTH
TIDE
WATErt
DO
SALINITY
TOT COL I
FEC COLI
PH
STAGE
TEMP
PROBE
MPN CONF
HPNECMED
date time
feet
CODE
CENT
MG/L
PPTH
/100ML
/100ML
SU
751202 0955
1
3020
20K
20K
751202 0955
28
3020
15.8
7.4
34.9
751202 0958
14
3020
15.8
7.4
34.7
751202 0959
1
3020
16.1
7.4
34.5
751203 0955
1
3020
20K
20K
751203 0955
29
3020
15.9
6.7
34.7
8.1
75120J 09b6
15
3020
15.6
7.2
34.3
751203 0957
1
3020
15.3
7.2
34.2
8.2
751204 1025
1
3020
20K
20K
751204 1025
28
3020
16.5
6.2
35.7
751204 1026
14
3020
IS.8
8.3
34.8
751204 1027
1
3020
15.5
8.4
34.3
7512U2
•NUMdER
9
9
9
3
3
2
MAXIMUM
16.5
8.4
35.7
20K
20K
8.2
MINIMUM
15.3
6.2
34.2
20K
20K
8.1
MEAN
15.8
7.4
34.7
20
20
e.i
751204
00003
00067
00610
00625
00665
00680
00630
DEPTH
TIDE
NH3-N
TOT KJEL
PHOS-TOT
T <)RG C
N02&N03
STAGE
TOTAL
N
C
N-TOTAL
DATE TIME
FEET
CODE
MG/L
MG/L
HG/L P
HG/L
HG/L
751202 0955
1
3020
751202 0955
28
3020
751202 0958
14
3020
751202 0959
1
3020
751203 0955
1
3020
751203 0955
29
3020
O.OX
0.10K
0.03
2.6
O.OIK
751203 0956
15
3020
751203 0957
1
3020
0.01
0.10K
0.08
2.4
0.01K
751204 1025
1
3020
751204 1025
28
3020
751204 1026
14
3020
751204 1027
1
3020
751202
NUMRER
2
2
2
2
2
MAX IMUM
MINIMUM
**E AN
75120*
-------
ST. JOSEPH BAY FIELD SURVEY
STATION - SJ-0-1B ST.JOSEPH BAY ^DRAINAGE PUS HY98 APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
31505
31615
00400
00610
DEPTH
TIDE
WATER
DO
TOT COL I
FEC COL I
PH
NH3-N
STAGE
TEMP
PROBE
MPN CONF
MPNECMED
TOTAL
DATE TIME
FEET
CODE
CENT
MG/L
/100ML
/100ML
SU
MG/L
751202 0820
1
3020
895
155
751203 0815
1
3020
13.5
6.5
330
70
6.S
0.13
751204 0845
1
3020
14.0
7.2
340
20
7.0
751202
number
2
2
3
3
2
1
MAXIMUM
14.0
7.2
895
155
7.0
MINIMUM
13.5
6.5
330
20
6.5
MEAN
13.8
6.6
522
82
6.8
751204
00003
00067
00625
00665
00680
00630
00002
009*0
depth
TIDE
TOT KJEL
PHOS-TOT
T ORG C
N024N03
HSAMPLOC
CHLORIDE
STAGE
N
C
N-TOTAL
* FROM
CL
DATE TIME
FEET
CODE
MG/L
MG/L P
MG/L
MG/L
RT BANK
MG/L
751202 0820
1
3020
50
751203 0815
1
3020
0.47
0.07
5.1
0.05
50
15600
751204 0845
1
3020
50
751202
NUMHER
I
I
I
1
1
MAXIMUM
MINIMUM
MEAN
75)204
-------
ST. JOSEPH BAY FIELD SURVEY
STATION,- SJ-D-19 ST.JOSEPH BAY S OF SPARTINA MRSH APALACHICOLA RIVER ST.JOSEPH BAY STUDY
00003
00067
00010
00299
31505
31615
00400
00610
DEPTH
TIDE
WATER
DO
TOT COLI
FEC COLI
PH
NH3-N
STAGE
TEMP
PROHE
mpn conf
MPNECMED
TOTAL
DATE TIME
FEET
CODE
CENT
MG/L
/100ML
/100ML
SU
MG/L
751202 0810
X
3020
230
40
751203 0850
2
3020
13.0
4.2
330
60
7.3
0.05
75120* 0905
1
3020
14.0
5.2
170
50
7.6
751202
NUMBER
2
2
3
3
2
1
MAXIMUM
14.0
5.2
330
80
7.6
MINIMUM
13.0
4.2
170
40
7.3
MEAN
13.5
4.7
243
57
7.4
75120'.
00003
00067
00625
00665
00680
00630
00002
00940
oepth
TIDE
TOT KJEL
PhOS-TOT
T ORG C
M02&N03
HSAMPLOC
CHLORIDE
STAGE
N
C
N-TOTAL
% FROM
CL
OATE TIME
FEET
CODE
MG/L
MG/L P
MG/L
MG/L
RT BANK
HG/L
751202 0810
1
3020
50
751203 0850
2
3020
0.35
0.06
14.0
O.OS
50
10.400
75120* 0905
1
3020
50
751202
NUMHlR
1
1
1
1
1
Maximum
MINIMUM
MEAN
751204
------- |