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

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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.

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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

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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

-------