 |
Harwich Water Quality Task Force
Maintaining and restoring the Quality of Harwich
Ponds and Harbors
Harwich, Massachusetts
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INTERIM REPORT
FOR
2003
December, 2004
Prepared by
Water Quality Management Task
Force
Town of
Harwich
Inquires:
Frank Sampson
, Chairman WQTF,
109 Riverside Dr. W.
Harwich. 432-4279; sampscape@capecod.net
Table of Contents
Click on Section of
Interest
Acknowledgments
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The success of the Harwich
Coastal Water Quality Monitoring Program rests with the dedication of
manager ( trainer and cheerleader!) Heinz Proft and its volunteers who
spend many hours training, collecting water quality samples, and transporting
samples to the laboratory for analysis. THANKS
TO ALL OF YOU!
We
also want to extend a special thanks to the Pleasant Bay Monitoring Program for
the wonderful sharing of experience and information, especially Bob Duncanson,
PhD, director of the Chatham Dept. of Health and Environment. We were given a
real jump-start by that program.
And last but not least to Tom Leach, Director of
the DNR, for his continuing support of the program.
This report was prepared by Larry Ballantine, Phd. and
Frank Sampson
Allen Harbor
Charles Mc Adams-captain
Mary Henry
Bobbi McBdonnell
Ed McDivitt
|
Wychmere/Saquatucket
Alan Atkinson-captain
Stan Kocot
Chuck Winans
Alan Young
Ken Pedini(2002)
|
Herring
River
Pete Watson-captain
Jane Myers
Connie Doherty
|
Drivers
to lab-key task
Bill Myers
Ed McCarthy
Jim Brennan
Art Winterhalter
Paul Erickson
|
Introduction
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Contents
This report
summarizes water quality data collected by the Town of
Harwich Coastal Water Quality Monitoring Program
during 2001, 2002 and 2003. Bacterial data includes 2004 This program was
initiated in 2001 by the Harwich Water Quality Task Force (WQTF) and is managed
through Harwich’s Dept of Natural Resources (DNR) by Heinz Proft, Assist.
Harbor Master, under the direction of the Town of
Harwich Water Quality Task Force
’s Sampling subcommittee. Members of the subcommittee include Paula Champagne,
Health Director, Heinz Proft, Danette Gonsalves (WQTF) and
Frank Sampson
(CH. WQTF).
This report is an
interim report, because multiple consecutive years worth of consistent data are
necessary to determine trends and begin to draw conclusions about water quality
. While the data summarized in this
report may be indicative of water quality throughout the estuaries of Harwich,
it is too soon to tell conclusively. However,
the report provides an important baseline against which future data will be
analyzed. Given the high degree of
public interest in water quality conditions, the program plans on providing
yearly interim reports. A more
comprehensive report will be published when additional years of data have been
collected and analyzed. A companion report on the fresh water-sampling program
is also available.
The report contains the following sections:
A brief summary of overall findings, with emphasis on total nitrogen
levels, phytoplankton levels, and the Eutrophication Index calculated for each
embayment.
Summary sampling data for each monitoring station, along with figures
depicting levels of dissolved oxygen.
A summary of the bacterial sampling program, along with an analysis of the
results to date
background
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Contents
Estuaries
(embayments), places where coastal waters and fresh waters meet and mix, are
extremely sensitive to the effects of nitrogen. It is not the nutrients
themselves that cause problems, but the increased plant growth that results.
Certain algae, both macro-algae (“seaweeds”) and phytoplankton, become so
abundant that they shade the bottom and decrease the light available to
submerged aquatic plants such as eelgrass. As the plants die and decay they use
up oxygen and the plant remains settle to the bottom. This excessive production
and decay can reduce the amount of oxygen in the water column and can ultimately
lead to hypoxic (low oxygen) or anoxic (no oxygen) conditions. Even short
periods of low oxygen can cause serious damage to bottom dwelling organisms and
eventually lead to further losses of plant and animal species.
Nitrogen travels to an estuary through the
groundwater or over the land as run-off. It can take years for nitrogen
traveling via groundwater to reach a receiving water body. On
Cape Cod
groundwater travels an average of one foot per day. Thus, even if new
development stopped today and nitrogen from existing development was severely
limited, nitrogen would continue to arrive at the estuaries over a long period
of time.
These same estuaries are our
shellfish resources and have been plagued by closures for many years due to
elevated levels of bacterial contamination from a multitude of sources,
including storm water runoff, domestic and wild animal population and heavy near
shore residential development.
The water quality sampling program was
initiated to allow the Town to gather data over a number of years to come to a
better understanding of existing water quality in a quantitative way and to
serve as a foundation for evaluating means to maintain or restore desired water
quality in each of the Town’s estuaries. The WQTF has a long-range objective
of developing a Town-wide management plan for all of Harwich’s critical water
resources.
Program funding is provided by the
Town and through past grants from the state Executive Office of Environmental
Affairs Citizen Monitoring grant program.
The primary program objectives are:
·
To provide background data on current water quality conditions;
·
To provide data for comparison to applicable water quality standards,
guidelines, goals, indices, etc.
as available;
·
To provide town-wide data allowing the
comparison of the various embayments to each other and to
watershed conditions, thereby allowing targeting and prioritization of
remediation activities and funding;
· To provide the data necessary for water
quality modeling as part of the Department of Environmental
Protection’s Massachusetts Estuaries Project (MEP);
·
To provide data to target
more intensive study efforts to those locations identified as degraded
based
on the monitoring effort; and
·
To provide long-term data enabling
the determination of trends in various water quality
parameters,
thus providing a measure of the success (or lack thereof) of remediation
activities.
The MEP is designed to work with
communities using actual water quality, hydrodynamic, and land-use data in a
model to determine critical nitrogen loads in coastal embayments. The modeling
is intended to lead communities to a clear definition of critical nitrogen loads
and development of appropriate nitrogen management strategie
Methodology
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Contents
For
more detail the reader is directed to the Town of Harwich Water Quality
Monitoring Program Quality Assurance Project Plan1
The
program monitors water quality at 11 stations located the Nantucket Sound
estuarine waters of Harwich (Table 1). Two other stations on
Pleasant
Bay
(Round Cove & Muddy Creek) are monitored by the
Pleasant
Bay
citizen Water Quality Monitoring Program. A separate report covers the data
collected in that program. The
Pleasant
Bay
program samples the control in Nantucket Sound also.
Samples were collected in June, July, August, and
September. Samples were collected at two depths (0.5m below the surface and 0.5m
above the bottom) for two (2) stations and at mid depth for nine (9) shallow
stations. Once collected, and
filtered as appropriate, water samples were transported to the SMAST Coastal
Systems Laboratory for nutrient analysis. Bacterial samples were collected at
the nutrient sampling stations and seven (7) other critical locations and taken
to the
Barnstable
County
Lab.
In 2002 storm water sample were collected at critical discharges from Rte 28 and
town property draining to Allen’s harbor
Table 1 Harwich Sampling Locations
Nutrient sample stations
|
HAR-9 H.R.-North Rd
|
|
HAR-1 Nantucket sound Control *
|
HAR-10-West Reservoir
|
|
|
Additional Bacterial stations
|
|
HAR-2a Wychmere outer harbor**
|
Allen Harbor (AH)-ships haven rd
|
|
HAR-3 Wychmere Harbor-center
|
AH-
Kildee Rd
|
|
HAR-4Allen Harbor center
|
AH-LC bridge
|
|
HAR-5 Allen Harbor Creek
|
Wychmere
Harbor
(WH)-town dock
|
|
HAR-4a-Allen Hulse Pt**
|
Wychmere-snow inn rd.
|
|
HAR-6
Herring
River
(H.R.)-LC Bridge
|
Saquatucket(SAQ)-mouth
|
|
HAR-7 H.R.- rte 28 bridge
|
SAQ-Brax creek
|
|
HAR-8 H.R. -
Lothrop Rd
|
SAQ-Andrews creek@ rte 28
|
*done by
Pleasant
Bay
program; **added in 2002
To date more than 40 volunteers have been recruited and trained to monitor field
conditions and collect water quality samples from both salt and fresh water
systems(15 ponds)
Parameters
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Contents
Volunteer teams are equipped to conduct field measurements for total
depth, Secchi depth (measure of water transparency), surface salinity,
temperature, dissolved oxygen, weather, wind speed and direction, and sea state.
In addition, water samples are collected for laboratory analysis of nitrate and
nitrite, ammonium, orthophosphate, dissolved organic nitrogen, particulate
organic nitrogen, particulate organic carbon, phytoplankton pigments, and
salinity.
Bacterial analysis is for fecal
coliform, a surrogate indicator of organisms found in the intestines of
warm-blooded animals and humans.
Many of the parameters have been chosen for their direct measure of the
environmental condition of estuarine and coastal waters. Other parameters (such
as salinity and weather conditions) are useful in the interpretation and
understanding of the chemical analysis results. Many of the parameters being
measured are employed in the calculation of the Eutrophication Index (see
below). The parameters being measured are briefly described below.
Salinity.
Salinity is a measure of the amount of dissolved salts in a given volume
of water and is generally expressed in parts per thousand (ppt). Salinity ranges
from approximately 35 ppt in the open ocean to 0 ppt in freshwater systems.
Salinity varies throughout the tidal cycle and with changes in freshwater inputs
through groundwater and surface discharges. Salinity plays a role in determining
oxygen levels as lower salinity water can hold more oxygen than higher salinity
water. Salinity can also affect oxygen levels through the process of
stratification (lack of vertical mixing) whereby more dense, higher salinity
water is overriding by lighter, less dense freshwater. This stratification
prevents mixing and diffusion of oxygen from the atmosphere to the deeper waters.
Temperature. Temperature is one of the
most important measurements due to its role in controlling, along with salinity,
the amount of dissolved oxygen water can hold. All other factors being equal
warmer waters will generally hold less oxygen than colder waters. Warmer waters
also tend to have higher levels of biological activity that use up oxygen more
rapidly. Differences between surface and bottom temperatures also provide an
indication of the extent of stratification in the water column.
Dissolved Oxygen (DO). Dissolved
oxygen is a measure of the amount of oxygen molecules dissolved per given volume
of water and is generally expressed as milligrams per liter, mg/L (equal to
parts per million, ppm). DO levels can also be reported as percent saturation
that takes into account temperature and salinity to report the measured DO as a
percentage of what the water could theoretically contain. Sufficient levels of
DO are required for the growth and survival of most aquatic organisms. Lower DO
levels can result naturally from the effects of temperature and salinity as
discussed above. However, more frequently, low DO levels reflect increased
biological activity (respiration) and/or the effects of compounds using oxygen
during decay (“oxygen demand”). Such demand can originate from decay of
natural organic matter or from the effects of introducing various pollutants,
including nutrients. Replenishment of oxygen generally occurs via two
mechanisms, exchange with the atmosphere and photosynthesis. As a result, oxygen
levels are generally lowest in the early morning and are further impaired on
calm, cloudy days.
Most aquatic organisms function well when DO levels are generally above 5 mg/L.
Many organisms, especially those that are non-motile (i.e. shellfish) will begin
to experience stress with DO levels between 3-5 mg/L. Levels between 3 and 0.5
mg/L (“hypoxia”) will result in species leaving the area or dying if
non-motile. Levels below 0.5 mg/L (”anoxia”) will cause the death of any
organism that requires oxygen. In addition to the level of DO, the extent of low
DO conditions is also important. Many species can tolerate short periods of
hypoxic conditions without ill effect, however, if these periods are prolonged
or frequent then effects become more severe.
Secchi Depth. Secchi
depth is a measure of the clarity (transparency) and light penetrating
ability of the water and is affected by the amount of suspended material in the
water. Suspended material may be
biological (phytoplankton and zooplankton) or non-biological (silt/sediment).
Low transparency waters will adversely impact submerged aquatic vegetation (i.e.
eelgrass) by reducing the amount of light available for growth and
photosynthesis. Transparency can be affected by natural mechanisms such as storm
events that re-suspend bottom sediments and increase runoff from terrestrial
sources. Transparency in aquatic systems is frequently affected by the growth of
phytoplankton in response to available nutrients. Phytoplankton “blooms”,
the result of over-stimulation of the system by excessive nutrients, can reduce
transparency to near zero with significant impacts to aquatic organisms and
vegetation. Secchi depth can range from less than 1 meter in highly nutrient
enriched embayments to greater than 4 meters in offshore waters.
Phytoplankton Pigments. Measuring
plant pigments (chlorophyll a and its breakdown product pheophytin a) provides
an estimate of the algal biomass, primarily phytoplankton (small, mainly
microscopic plants and algae suspended in the water column), present in the
water. High concentrations are usually found in water bodies with elevated
nutrient inputs. Algal populations will vary throughout the year depending on
temperature, light levels, and nutrient availability. The National Estuarine
Eutrophication Assessment2 found chlorophyll a levels below 5
micrograms per liter, ug/L (equal to parts per billion, ppb) to be associated
with low ecological impact.
Nutrients. Biological
activity, whether terrestrial or aquatic, is driven by the availability of
nutrients along with light and temperature. In marine systems nitrogen is
generally the “limiting” nutrient (i.e. is naturally in shortest supply) for
growth, while phosphorus is generally limiting in freshwater systems. Excessive
nutrient loading (“eutrophication”) is driven primarily by anthropogenic
sources (wastewater, fertilizer, runoff, atmospheric deposition, etc.) and
results in greater and more frequent growth of aquatic plants (principally
macroalgae and phytoplankton). This increased growth reduces water transparency
and dissolved oxygen, thereby changing the nature and composition of existing
plant and animal communities.
Dissolved Inorganic Nitrogen (DIN).
The three principal forms of inorganic nitrogen are ammonium, nitrite,
and nitrate. These are the forms via which most of the nitrogen enters coastal
waters from wastewater, fertilizer, runoff, and atmospheric deposition. These
biologically active forms are usually present in low levels as plants rapidly
take them up. High measured levels are usually an indication that the system is
severely overloaded (eutrophic).
Dissolved Organic Nitrogen (DON). Organic
nitrogen results from the incorporation of inorganic nitrogen into living
tissue. DON is a mixture of more complex organic nitrogen containing compounds
released by living organisms and decaying matter. DON levels are generally
higher in eutrophic waters reflecting the higher amounts of living material.
Particulate Organic Nitrogen (PON).
PON is inorganic nitrogen
that has been incorporated into tissue, both living and dead, primarily
phytoplankton, macroalgae and larger aquatic organisms. Eutrophic waters will
generally have higher levels of PON than less nutrient enriched waters.
Particulate Organic Carbon (POC).
POC is another measure of the quantity of tissue, living and dead,
present in the water column. Carbon is also essential for the formation of
living tissue.
Orthophosphate (PO4).
Although phosphate is generally not considered a limiting nutrient in
marine systems determining its levels can provide an indication of the influence
of freshwater inputs to the systems.
Total Nitrogen (TN).
Is the sum of organic (DON, PON) and inorganic (DIN) nitrogen, and will
be high in an estuary that is eutrophic. In
many estuaries in southeastern Mass. TN levels above approximately 0.35 mg/L
have been associated with negative ecological impacts, such as loss of eelgrass.
However, an appropriate TN level must be determined for each embayment
individually due to differences in flushing rates, embayment volume, watershed
size, watershed nitrogen loading, etc.
Fecal Coliform . Is a surrogate organism used to indicate the
probable presence of waterborne pathogens from warm blood creatures (human or
animal) and the potential risk to public health. The regulatory threshold for
shell fishing is 14 colony-forming unit per 100 milliliter (CFU per 100 ml), 200
for swimming and 1,000 for human contact of any kind.
The Eutrophication Index,
developed by the Buzzards Bay Project3, is a method to synthesize a
vast amount of data into a more easily understood format. The Index is widely
accepted as a tool for assessing the impact of excessive nutrients from
surrounding land uses and for monitoring the general condition of coastal water
quality. The Buzzards Bay
Baywatcher’s program has used the index since 1992.
The Index uses the average summer values for oxygen saturation (lowest
20%), water transparency (measured by Secchi depth), phytoplankton pigment,
dissolved inorganic nitrogen, and total organic nitrogen to develop a relative
rating for each sub-embayment. The ratings are then related to water quality
conditions through the following scale.
|
Water
Quality Condition
|
Eutrophication
Index
|
|
Good to
Excellent
|
65-100
|
|
Fair
|
35-<65
|
|
Poor (eutrophic)
|
<35
|
Quality
Control
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Contents
Quality control procedures for the program are detailed in the Town
of Harwich Water Quality Monitoring Program Quality Assurance Project Plan (QAPP)
which was prepared by SMAST. The
QAPP provides specifications for sampling, handling and transport of samples,
replicate sampling to evaluate the statistical reliability of samples, and
instrument testing, inspection and maintenance
Summary
of Findings
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Contents
It should be noted that
the results, figures and summary table were prepared based on a limited
analysis of all the station data (including the averaging of surface and
bottom measurements). A rigorous analysis to be conducted when additional
years of data are available may results in changes to the findings presented
here.
Figure 1 presents the Total Nitrogen (TN) results for the Nantucket Sound
embayments. With few exceptions all stations significantly exceed the average
“background” level as measured at the Nantucket Sound control station. Based
on 3 years of data (1999-2001), the “background” TN concentration in
Nantucket Sound averages 0.314 mg/L
The exceptions are Hulse Point at the entrance to Allen Harbor and
Wychmere outer Harbor. These
stations are expected to be better than the main harbors and more reflective of
Nantucket
sound. They were added this year to assist in the modeling effort after
consultation with SMAST.
The data for
Herring
River
at the herring run (West Reservoir) is entirely fresh water and
Lothrop Rd
is mostly fresh water, both are inputs to the
Herring
River
system.
Year to year variations are expected due to a variety of reasons including
different rainfall/groundwater flows and inconsistencies associated with a large
field data collection program. This is why several years of data are needed to
reach meaningful conclusions.
Phytoplankton
Figure 2 present the Phytoplankton pigment results.
Again with the exception of Hulse Point and Wychmere outer Harbor,
phytoplankton concentrations for most stations greatly exceed 5 ug/L. The
National Estuarine Survey found levels below 5 ug/L to be associated with low
ecological impacts.
The levels for west Reservoir are indicative of a shallow
fresh water system, which receives nutrients, particularly phosphorous, from the
entire
Herring
River
watershed of over 10,000 acres
Eutrophication
Index
Figure 3 present the calculated Eutrophication Index for each sampling
station except the Herring run and
Lothrop Rd
, which as discussed earlier represent mostly fresh water systems.
As
can be seen all stations show an impact from nitrogen originating in their
respective watersheds. The three harbors in Harwich Port are clearly impacted
which is not surprising considering that the watersheds are for the most part
fully developed, particularly Allen Harbor. Once again Hulse point and the
outer
Wychmere
Harbor
are closer to the Nantucket Sound background.
The data for
Herring
River
must be interpreted in the light of previous studies on
Herring
River
and elsewhere that show that much
of the observed nitrogen may come from natural wetland systems and in fact along
with the many fresh water ponds upstream are capable of removing significant
amounts of the nitrogen load from the watershed. Much further work is necessary
to quantify this effect including the modeling under the MEP
Dissolved
Oxygen
Appendix B contains individual figures for each station showing the
Dissolved Oxygen (DO) results. Each figure contains 2 graphs; the first shows
dissolved oxygen in mg/L relative to the State Surface Water Quality Standard
(314 CMR 4.00) for “SA” waters. Class SA waters are those marine waters:
“…designated as an excellent habitat for fish, other aquatic life
and wildlife and for primary and secondary contact recreation. In approved areas
they shall be suitable for shellfish harvesting without depuration. These water
shall have excellent aesthetic value”.
DO levels
in Class SA waters “Shall not be less than 6.0 mg/L unless background
conditions are lower; natural seasonal and daily variations above this level
shall be maintained;”
At levels
below 3 mg/l marine organisms exhibit signs of stress and below those levels
fish kills can occur.
The second graph shows the dissolved oxygen results as per cent
saturation. Percent saturation measures DO as a percent of what the water could
theoretically hold at a given temperature and salinity.
The theoretical maximum DO saturation is 100 percent. However, percent
saturation values greater than 100 are common in areas with significant plant
photosynthesis or in agitated waters (i.e. wind-driven).
Not surprisingly the data near the surface indicates generally higher DO
levels due to surface reaeration. Mid depth samples were taken in relatively
shallow systems.
FECAL
COLIFORM
Potential fecal coliform sources include storm water
discharges(cleaning the surface of animal waste and deposition), wild life,
failing septic systems, illegal boat discharges, wetland wrack (accumulated
debris at high tide line) and sediment among others. All of Harwich’s
shellfish resources are closed seasonally, the threshold for which is 14 CFU/100
ml versus 200 for swimming. The
simple reason for this low standard is that shellfish are filter feeders are can
accumulate contamination. At the same time they have the ability to cleanse
themselves if in unrestricted waters within a relatively short period of time.
Which explains the ability to reopen areas seasonally or with improved
conditions fairly promptly
Past
sampling by the DRN in Allen Harbor led to a detailed study
by a consultant in 2002 to track down the more likely sources.
. Very high levels above the threshold for human contact have persisted
above Lower county Rd for several years and appear unrelated to rainfall. The
study has concluded that the prime source of the persistently high levels is
raccoon feces deposited in the wetlands above LCR and Rte 28, washed into the
Harbor on outgoing tides. Road runoff from Rte 28 is another major contributor
but on a transitory basis. More detail is contained in that report. The latest
data in figure 4 for 2003 and 2004 continues to show that pattern. Figure 5 the
geometric mean for the last 3 years is a clearer picture of the pattern, with
Ships Haven and
Kildee Rd
having persistently high counts versus the harbor proper.
Five years of data for
Wychmere
Harbor
, figure 6, show that it has been remarkably free of significant bacterial
contamination in spite of the fact that a major storm drain from rte 28
discharges into the harbor. Continued sampling and analysis will be needed to
define the existence of any problems. The data raises questions regarding the
closure of shell fishing in the Harbor.
Saquatucket
Harbor
(figure7) was sampled for the first time in 2002 and showed sporadic and
seemingly unrelated high levels. Andrews creek had the highest and most
consistent results. The last two summers were relatively dry so rainfall
wasn’t a factor. The most recent data show more persistent moderately high
counts. A more detailed watershed
evaluation will be required to isolate the cause, but
wild life from the contributing wetlands are a likely cause.
Herring
River
is one the largest watersheds on the Cape, over 10,000 acres which starts in
Long Pond, the largest pond on the
Cape
. It is an incredible complex fresh/salt water system, with extensive salt-water
wetlands, which harbor a wonderful diversity of wildlife.
The data (figures8, 9 ) shows high
levels in the upper salt water system especially North rd and
Lothrop Rd.
The data shows a definite response
to rainfall events but the same levels have also been found during dry weather
periods. While it is too early to draw conclusions the North rd area has no
obvious sources except wildlife and
Lothrop Rd
has a large and varied watershed.
References
Return to Table of Contents
1
Hawich Water Quality Monitoring Program Quality Assurance
Project Plan, prepared by the
University
of
Massachusetts Dartmouth
, School for Marine science and Technology,2004.
2
National Estuarine Eutrophication Assessment, Effects of
Nutrient Enrichment in the Nation’s Estuaries, National Oceanic and
Atmospheric Administration, 1999.
3
Baywatchers II, Nutrient related water quality of Buzzards Bay
embayments: a synthesis of Baywatchers monitoring 1992-1998, Coalition for
Buzzards Bay
, 1999.
4
Fecal Coliform Evaluation and Mitigation Planning for the
Allen’s Harbor Watershed, Town of Harwich, Massachusetts, March 2003, Sterns
& Wheler Companies
5
A Baseline Hydrodynamic and water quality Investigation
6
gation of the
Lower
Herring
River
Harwich, Ma., Horsely &
witten
, Inc June 2000
7
Coastal Nitrogen Loading Project, final Report April 2002,
Cape cod
Commission, Water Resources Office
CHARTS
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APPENDIX A
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| Allen
Hulse Point |
|
|
|
|
|
|
|
|
|
|
Total
|
|
|
|
|
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Pigments |
|
|
|
|
| Sample
Station |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN
(mg/L) |
| Allen
Hulse Point |
Mid |
7/11/02 |
22.6 |
4.54 |
62.5 |
1.64 |
14.58 |
4.63 |
1.22 |
5.85 |
14.88 |
29.45 |
0.41 |
0.44 |
| Allen
Hulse Point |
Mid |
7/11/02 |
22.5 |
5.00 |
68.7 |
NS |
NS |
NS |
NS |
|
NS |
|
NS |
NS |
| Allen
Hulse Point |
Mid |
7/25/02 |
21.8 |
3.20 |
46.0 |
2.85 |
25.16 |
6.51 |
1.21 |
7.73 |
10.23 |
35.39 |
0.50 |
0.54 |
| Allen
Hulse Point |
Mid |
7/25/02 |
22.0 |
3.16 |
43.0 |
NS |
NS |
NS |
NS |
|
NS |
|
NS |
NS |
| Allen
Hulse Point |
Mid |
8/13/02 |
24.7 |
4.35 |
63.4 |
3.66 |
24.10 |
6.06 |
1.81 |
7.86 |
16.48 |
40.58 |
0.57 |
0.62 |
| Allen
Hulse Point |
Mid |
8/13/02 |
24.8 |
3.91 |
56.2 |
NS |
NS |
NS |
NS |
|
NS |
|
NS |
NS |
| Allen
Hulse Point |
Mid |
9/26/02 |
19.9 |
5.09 |
68.3 |
13.09 |
15.41 |
3.32 |
0.91 |
4.23 |
5.25 |
20.66 |
0.29 |
0.47 |
| Allen
Hulse Point |
Mid |
9/26/02 |
20.5 |
5.28 |
69.1 |
NS |
NS |
NS |
NS |
|
NS |
! |
NS |
NS |
| Allen
Hulse Point |
Mid |
9/26/02 |
|
|
59.7 |
2.7 |
|
2.6 |
0.6 |
` |
|
|
0.22 |
|
| Allen
Hulse Point |
Mid |
6/18/03 |
18.5 |
5.70 |
70.0 |
6.1 |
14.9 |
2.63 |
1.34 |
3.97 |
9.91 |
21.00 |
0.29 |
0.43 |
| Allen
Hulse Point |
Mid |
6/18/03 |
18.6 |
5.64 |
72.6 |
|
|
|
|
|
|
|
|
|
| Allen
Hulse Point |
Mid |
7/3/03 |
22.9 |
6.32 |
88.3 |
0.4 |
15.6 |
10.54 |
0.05 |
10.59 |
16.55 |
15.95 |
0.22 |
0.45 |
| Allen
Hulse Point |
Mid |
7/3/03 |
23.0 |
6.30 |
88.0 |
|
|
|
|
|
|
|
|
|
| Allen
Hulse Point |
Mid |
7/17/03 |
23.0 |
4.27 |
59.5 |
9.3 |
21.0 |
4.17 |
1.88 |
6.05 |
11.58 |
30.26 |
0.42 |
0.59 |
| Allen
Hulse Point |
Mid |
7/17/03 |
23.0 |
4.34 |
58.9 |
|
|
|
|
|
|
|
|
|
| Allen
Hulse Point |
Mid |
8/5/03 |
25.0 |
3.88 |
56.4 |
9.7 |
21.1 |
3.94 |
3.96 |
7.90 |
13.69 |
30.88 |
0.43 |
0.62 |
| Allen
Hulse Point |
Mid |
8/5/03 |
25.0 |
3.94 |
56.8 |
|
|
|
|
|
|
|
|
|
| Allen
Hulse Point |
Mid |
8/19/03 |
23.7 |
5.19 |
72.8 |
5.6 |
14.9 |
4.02 |
0.28 |
4.30 |
16.43 |
20.51 |
0.29 |
0.52 |
| Allen
Hulse Point |
Mid |
8/19/03 |
23.4 |
5.33 |
73.8 |
|
|
|
|
|
|
|
|
|
| Allen
Hulse Point |
Mid |
9/3/03 |
19.5 |
4.7 |
61.3 |
20.9 |
12.7 |
3.20 |
1.42 |
4.62 |
8.45 |
33.63 |
0.47 |
0.59 |
| Allen
Hulse Point |
Mid |
9/3/03 |
19.7 |
5.16 |
67.2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Allen
Harbor Creek |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
ID |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN
(mg/L) |
| Allen
Harbor Creek |
Mid |
7/25/01 |
|
4.30 |
55.0 |
8.20 |
82.20 |
4.09 |
1.9 |
5.99 |
7.06 |
69.26 |
0.97 |
1.36 |
| Allen
Harbor Creek |
Mid |
8/9/01 |
|
4.70 |
70.6 |
1.30 |
62.20 |
14.08 |
1.65 |
15.73 |
20.47 |
57.37 |
0.80 |
1.18 |
| Allen
Harbor Creek |
Mid |
8/23/01 |
|
4.00 |
52.0 |
6.10 |
47.10 |
18.66 |
8.1 |
26.76 |
19.5 |
66.60 |
0.93 |
1.02 |
| Allen
Harbor Creek |
Mid |
9/6/01 |
|
5.80 |
76.0 |
3.70 |
107.40 |
10.72 |
3.48 |
14.20 |
19.03 |
126.43 |
1.77 |
1.82 |
| Allen
Harbor Creek |
Mid |
6/12/02 |
18.6 |
5.30 |
67.4 |
1.02 |
19.68 |
11.75 |
3.76 |
15.51 |
20.44 |
40.11 |
0.56 |
0.58 |
| Allen
Harbor Creek |
Mid |
6/12/02 |
18.9 |
3.90 |
50.0 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Creek |
Mid |
7/11/02 |
22.9 |
3.91 |
54.0 |
4.65 |
34.62 |
7.03 |
3.11 |
10.14 |
21.46 |
56.08 |
0.79 |
0.85 |
| Allen
Harbor Creek |
Mid |
7/11/02 |
23.3 |
3.94 |
53.1 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Creek |
Mid |
7/25/02 |
22.3 |
3.13 |
43.0 |
0.93 |
27.40 |
28.77 |
7.37 |
36.14 |
29.17 |
56.57 |
0.79 |
0.80 |
| Allen
Harbor Creek |
Mid |
7/25/02 |
22.7 |
3.10 |
43.4 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Creek |
Mid |
8/13/02 |
24.5 |
3.62 |
53.5 |
3.62 |
25.98 |
7.87 |
2.54 |
10.41 |
16.31 |
42.29 |
0.59 |
0.64 |
| Allen
Harbor Creek |
Mid |
8/13/02 |
24.8 |
3.69 |
51.4 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Creek |
Mid |
9/26/02 |
20.3 |
3.67 |
52.0 |
11.92 |
16.95 |
50.60 |
16.98 |
67.58 |
8.46 |
25.42 |
0.36 |
0.52 |
| Allen
Harbor Creek |
Mid |
9/26/02 |
20.7 |
4.55 |
60.0 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Creek |
Mid |
6/18/03 |
18.8 |
5.54 |
71.0 |
7.1 |
17.6 |
3.39 |
2.66 |
6.05 |
15.22 |
32.84 |
0.46 |
0.56 |
| Allen
Harbor Creek |
Mid |
7/3/03 |
23.0 |
6.40 |
91.1 |
1.0 |
17.0 |
12.27 |
0.05 |
12.32 |
3.59 |
20.62 |
0.29 |
0.30 |
| Allen
Harbor Creek |
Mid |
7/3/03 |
23.0 |
6.50 |
90.2 |
|
|
|
|
|
|
|
|
|
| Allen
Harbor Creek |
Mid |
7/17/03 |
23.0 |
4.45 |
63.3 |
7.9 |
21.8 |
4.97 |
4.01 |
8.98 |
10.80 |
32.56 |
0.46 |
0.57 |
| Allen
Harbor Creek |
Mid |
7/17/03 |
23.0 |
4.00 |
61.0 |
|
|
|
|
|
|
|
|
|
| Allen
Harbor Creek |
Mid |
8/5/03 |
25.1 |
2.94 |
42.7 |
10.0 |
21.5 |
4.97 |
4.01 |
8.98 |
11.84 |
33.31 |
0.47 |
0.61 |
| Allen
Harbor Creek |
Mid |
8/5/03 |
25.1 |
2.93 |
41.3 |
|
|
|
|
|
|
|
|
|
| Allen
Harbor Creek |
Mid |
8/19/03 |
23.0 |
3.90 |
53.6 |
9.2 |
18.2 |
7.14 |
0.52 |
7.67 |
14.63 |
32.84 |
0.46 |
0.59 |
| Allen
Harbor Creek |
Mid |
8/19/03 |
23.9 |
3.92 |
54.2 |
|
|
|
|
|
|
|
|
|
| Allen
Harbor Creek |
Mid |
9/3/03 |
19.7 |
3.18 |
41.3 |
8.5 |
17.0 |
4.81 |
2.37 |
7.17 |
|
17.01 |
0.24 |
0.36 |
| Allen
Harbor Creek |
Mid |
9/3/03 |
20.1 |
2.97 |
37.8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Allen
Harbor Marina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
TN |
| Station
ID |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
(mg/L) |
| Allen
Harbor Marina |
Mid |
7/25/01 |
|
|
|
13.50 |
79.10 |
1.69 |
1.66 |
3.35 |
7.37 |
86.47 |
1.21 |
1.40 |
| Allen
Harbor Marina |
Mid |
8/9/01 |
|
4.40 |
62.0 |
9.90 |
28.20 |
9.615 |
1.695 |
11.31 |
11.71 |
39.91 |
0.56 |
0.70 |
| Allen
Harbor Marina |
Mid |
8/23/01 |
|
4.70 |
64.6 |
9.60 |
79.30 |
6.37 |
2.14 |
8.51 |
11.13 |
90.43 |
1.27 |
1.40 |
| Allen
Harbor Marina |
Mid |
9/6/01 |
|
5.50 |
72.0 |
4.40 |
89.50 |
7.74 |
2.06 |
9.80 |
11.96 |
101.46 |
1.42 |
1.48 |
| Allen
Harbor Marina |
Mid |
6/12/02 |
18.6 |
5.10 |
63.0 |
2.95 |
22.88 |
5.08 |
1.15 |
6.23 |
15.85 |
38.74 |
0.54 |
0.58 |
| Allen
Harbor Marina |
Mid |
6/12/02 |
18.7 |
2.30 |
30.5 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Marina |
Mid |
7/11/02 |
22.7 |
4.17 |
57.2 |
4.29 |
20.34 |
6.11 |
1.85 |
7.96 |
18.83 |
39.18 |
0.55 |
0.61 |
| Allen
Harbor Marina |
Mid |
7/11/02 |
22.6 |
4.14 |
56.4 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Marina |
Mid |
7/25/02 |
22.0 |
4.12 |
56.7 |
3.93 |
53.24 |
6.30 |
1.06 |
7.36 |
12.89 |
66.13 |
0.93 |
0.98 |
| Allen
Harbor Marina |
Mid |
7/25/02 |
22.6 |
4.09 |
56.9 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Marina |
Mid |
8/14/02 |
24.7 |
3.90 |
54.3 |
4.79 |
26.53 |
6.17 |
1.92 |
8.09 |
15.36 |
41.90 |
0.59 |
0.65 |
| Allen
Harbor Marina |
Mid |
8/13/02 |
24.7 |
3.80 |
53.9 |
NS |
NS |
NS |
NS |
|
NS |
|
|
|
| Allen
Harbor Marina |
Mid |
9/26/02 |
20.0 |
6.33 |
80.5 |
14.36 |
24.45 |
3.69 |
0.57 |
4.27 |
5.20 |
29.65 |
0.42 |
0.62 |
| Allen
Harbor Marina |
Mid |
9/26/02 |
20.4 |
6.09 |
75.3 |
NS |
NS |
NS |
NS |
|
|
|
|
|
| Allen
Harbor Marina |
Mid |
6/18/03 |
18.2 |
5.16 |
68.0 |
6.8 |
14.7 |
3.03 |
1.50 |
4.53 |
4.66 |
21.5 |
0.30 |
0.37 |
| Allen
Harbor Marina |
Mid |
6/18/03 |
|
|
|
6.1 |
14.9 |
2.63 |
1.34 |
3.97 |
9.91 |
21.0 |
0.29 |
0.43 |
| Allen
Harbor Marina |
Mid |
7/3/03 |
22.9 |
6.55 |
91.0 |
2.2 |
16.7 |
10.51 |
0.05 |
10.56 |
13.14 |
18.9 |
0.26 |
0.45 |
| Allen
Harbor Marina |
Mid |
7/3/03 |
23.0 |
6.70 |
89.5 |
0.4 |
15.6 |
10.54 |
0.05 |
10.59 |
16.55 |
15.9 |
0.22 |
0.45 |
| Allen
Harbor Marina |
Mid |
7/17/03 |
23.0 |
4.10 |
55.4 |
10.3 |
18.7 |
4.77 |
1.32 |
6.09 |
9.86 |
29.0 |
0.41 |
0.54 |
| Allen
Harbor Marina |
Mid |
7/17/03 |
23.2 |
4.67 |
64.3 |
9.3 |
21.0 |
4.17 |
1.88 |
6.05 |
11.58 |
30.3 |
0.42 |
0.59 |
| Allen
Harbor Marina |
Mid |
8/5/03 |
25.0 |
3.84 |
54.6 |
12.8 |
22.1 |
3.59 |
1.81 |
5.40 |
11.66 |
34.9 |
0.49 |
0.65 |
| Allen
Harbor Marina |
Mid |
8/5/03 |
25.0 |
3.75 |
53.5 |
9.7 |
21.1 |
3.94 |
3.96 |
7.90 |
13.69 |
30.9 |
0.43 |
0.62 |
| Allen
Harbor Marina |
Mid |
8/19/03 |
23.8 |
4.93 |
70.4 |
7.1 |
13.9 |
5.57 |
0.05 |
5.62 |
11.53 |
21.0 |
0.29 |
0.46 |
| Allen
Harbor Marina |
Mid |
8/19/03 |
23.8 |
5.00 |
70.2 |
5.6 |
14.9 |
4.02 |
0.28 |
4.30 |
16.43 |
20.5 |
0.29 |
0.52 |
| Allen
Harbor Marina |
Mid |
9/3/03 |
19.8 |
4.89 |
63.8 |
7.8 |
13.6 |
3.19 |
1.64 |
4.82 |
8.30 |
21.5 |
0.30 |
0.42 |
| Allen
Harbor Marina |
Mid |
9/3/03 |
19.8 |
5.00 |
65.4 |
20.9 |
12.7 |
3.20 |
1.42 |
4.62 |
8.45 |
33.6 |
0.47 |
0.59 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Wychmere
Outer Harbor |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
Location |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| Wychmere
Outer Harbor |
Mid |
7/11/02 |
22.6 |
6.4 |
88.6 |
0.46 |
16.44 |
3.82 |
0.71 |
4.53 |
12.56 |
29.00 |
0.41 |
0.41 |
| Wychmere
Outer Harbor |
Mid |
7/25/02 |
22.1 |
6.3 |
83.3 |
1.66 |
23.78 |
6.55 |
0.84 |
7.38 |
9.92 |
33.70 |
0.47 |
0.50 |
| Wychmere
Outer Harbor |
Mid |
8/13/02 |
24.7 |
5.7 |
81.5 |
1.68 |
24.76 |
7.42 |
1.92 |
9.34 |
18.29 |
43.05 |
0.60 |
0.63 |
| Wychmere
Outer Harbor |
Mid |
9/26/02 |
20.0 |
6.1 |
80.0 |
6.03 |
14.23 |
3.12 |
0.72 |
3.84 |
4.33 |
18.56 |
0.26 |
0.34 |
| Wychmere
Outer Harbor |
Mid |
6/18/03 |
18.5 |
7.1 |
92.0 |
15.6 |
16.4 |
9.74 |
0.14 |
9.88 |
15.53 |
31.93 |
0.45 |
0.67 |
| Wychmere
Outer Harbor |
Mid |
7/3/03 |
23.0 |
6.4 |
76.0 |
20.3 |
22.1 |
5.46 |
1.30 |
6.75 |
13.58 |
35.71 |
0.50 |
0.78 |
| Wychmere
Outer Harbor |
Mid |
7/17/03 |
23.1 |
5.6 |
78.1 |
35.1 |
41.6 |
6.62 |
1.71 |
8.33 |
12.36 |
53.95 |
0.76 |
1.25 |
| Wychmere
Outer Harbor |
Mid |
8/5/03 |
25.2 |
4.6 |
66.0 |
42.1 |
48.4 |
7.90 |
2.75 |
10.65 |
16.95 |
65.35 |
0.91 |
1.50 |
| Wychmere
Outer Harbor |
Mid |
8/19/03 |
23.3 |
6.2 |
87.6 |
15.6 |
21.0 |
4.97 |
4.01 |
8.98 |
8.45 |
29.45 |
0.41 |
0.63 |
| Wychmere
Outer Harbor |
Mid |
9/3/03 |
19.0 |
6.2 |
81.2 |
17.4 |
20.4 |
2.24 |
1.28 |
3.52 |
9.39 |
29.78 |
0.42 |
0.66 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Wychmere
Inner Harbor |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
Location |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN
(mg/L) |
| Wychmere
Harbor |
Top |
7/25/01 |
|
5.80 |
80.8 |
5.90 |
137.40 |
8.81 |
2.32 |
11.13 |
14.25 |
151.65 |
2.12 |
2.21 |
| Wychmere
Harbor |
Bottom |
7/25/01 |
|
4.30 |
55.2 |
4.10 |
32.50 |
7.81 |
4.96 |
12.77 |
12.74 |
45.24 |
0.63 |
0.69 |
| Wychmere
Harbor |
Ave/mid |
7/25/01 |
|
|
|
5.00 |
84.50 |
8.31 |
3.64 |
11.95 |
13.495 |
98.45 |
1.38 |
1.44 |
| Wychmere
Harbor |
Top |
8/9/01 |
|
7.00 |
97.0 |
1.20 |
28.60 |
8.68 |
1.18 |
9.86 |
8.45 |
37.05 |
0.52 |
0.54 |
| Wychmere
Harbor |
Bottom |
8/9/01 |
|
4.10 |
58.0 |
1.80 |
32.60 |
12.38 |
1.85 |
14.23 |
8.79 |
41.39 |
0.58 |
0.60 |
| Wychmere
Harbor |
Ave/mid |
8/9/01 |
|
|
|
1.50 |
30.60 |
10.53 |
1.515 |
12.05 |
8.62 |
39.22 |
0.55 |
0.57 |
| Wychmere
Harbor |
Top |
8/23/01 |
|
6.60 |
87.5 |
3.60 |
33.20 |
8.01 |
3.19 |
11.20 |
14.23 |
47.43 |
0.66 |
0.71 |
| Wychmere
Harbor |
Bottom |
8/23/01 |
|
3.90 |
60.2 |
4.90 |
28.90 |
7.92 |
3.2 |
11.12 |
16.87 |
45.77 |
0.64 |
0.71 |
| Wychmere
Harbor |
Ave/mid |
8/23/01 |
|
|
|
4.25 |
31.05 |
7.965 |
3.195 |
11.16 |
15.55 |
46.60 |
0.65 |
0.71 |
| Wychmere
Harbor |
Top |
9/6/01 |
|
6.20 |
118.6 |
4.70 |
31.40 |
8.01 |
3.19 |
11.20 |
14.14 |
45.54 |
0.64 |
0.70 |
| Wychmere
Harbor |
Bottom |
9/6/01 |
|
6.50 |
86.8 |
4.90 |
28.40 |
7.92 |
3.2 |
11.12 |
12.84 |
41.24 |
0.58 |
0.65 |
| Wychmere
Harbor |
Ave/mid |
9/6/01 |
|
|
|
4.80 |
29.90 |
7.965 |
2.195 |
10.16 |
13.49 |
43.39 |
0.61 |
0.67 |
| Wychmere
Harbor |
Top |
6/12/02 |
18.5 |
6.60 |
86.0 |
13.90 |
6.11 |
13.09 |
2.98 |
16.07 |
18.01 |
24.12 |
0.34 |
0.53 |
| Wychmere
Harbor |
Bottom |
6/12/02 |
18.5 |
4.56 |
58.4 |
14.15 |
17.06 |
7.73 |
2.44 |
10.18 |
15.90 |
32.96 |
0.46 |
0.66 |
| Wychmere
Harbor |
Top |
7/11/02 |
23.3 |
4.85 |
69.3 |
1.33 |
34.39 |
7.20 |
1.50 |
8.70 |
27.31 |
61.70 |
0.86 |
0.88 |
| Wychmere
Harbor |
Bottom |
7/11/02 |
23.3 |
4.62 |
65.2 |
1.57 |
24.72 |
8.94 |
1.53 |
10.47 |
30.50 |
55.22 |
0.77 |
0.80 |
| Wychmere
Harbor |
Top |
7/25/02 |
22.8 |
5.60 |
78.8 |
0.97 |
46.84 |
11.86 |
0.73 |
12.59 |
15.20 |
62.04 |
0.87 |
0.88 |
| Wychmere
Harbor |
Bottom |
7/25/02 |
22.8 |
5.42 |
76.0 |
1.69 |
40.00 |
10.70 |
1.32 |
12.02 |
16.60 |
56.60 |
0.79 |
0.82 |
| Wychmere
Harbor |
Top |
8/13/02 |
24.5 |
5.90 |
89.2 |
2.77 |
32.12 |
8.51 |
2.18 |
10.69 |
13.72 |
45.84 |
0.64 |
0.68 |
| Wychmere
Harbor |
Bottom |
8/13/02 |
24.6 |
3.80 |
57.4 |
5.69 |
27.86 |
4.17 |
4.73 |
8.90 |
16.15 |
44.00 |
0.62 |
0.70 |
| Wychmere
Harbor |
Top |
9/26/02 |
20.3 |
5.47 |
73.3 |
9.65 |
23.14 |
3.88 |
1.11 |
5.00 |
5.01 |
28.15 |
0.39 |
0.53 |
| Wychmere
Harbor |
Bottom |
9/26/02 |
20.5 |
5.12 |
68.9 |
9.80 |
31.11 |
4.68 |
0.80 |
5.48 |
5.13 |
36.24 |
0.51 |
0.64 |
| Wychmere
Harbor |
Top |
6/18/03 |
18.6 |
8.25 |
106.0 |
2.5 |
40.3 |
16.83 |
0.05 |
16.88 |
23.06 |
63.38 |
0.89 |
0.92 |
| Wychmere
Harbor |
Bottom |
6/18/03 |
18.6 |
7.00 |
91.0 |
4.2 |
19.2 |
10.02 |
1.17 |
11.19 |
17.19 |
36.37 |
0.51 |
0.57 |
| Wychmere
Harbor |
Top |
7/3/03 |
23.1 |
6.59 |
91.5 |
6.5 |
39.0 |
5.98 |
2.88 |
8.86 |
17.33 |
56.34 |
0.79 |
0.88 |
| Wychmere
Harbor |
Bottom |
7/3/03 |
23.0 |
5.60 |
77.7 |
5.9 |
20.7 |
6.56 |
1.89 |
8.44 |
19.34 |
40.05 |
0.56 |
0.64 |
| Wychmere
Harbor |
Top |
7/17/03 |
23.1 |
6.55 |
90.5 |
4.9 |
59.3 |
11.80 |
0.74 |
12.55 |
16.43 |
75.75 |
1.06 |
1.13 |
| Wychmere
Harbor |
Bottom |
7/17/03 |
23.2 |
4.97 |
70.0 |
3.7 |
34.2 |
10.86 |
1.69 |
12.55 |
21.44 |
55.62 |
0.78 |
0.83 |
| Wychmere
Harbor |
Top |
8/5/03 |
25.0 |
4.60 |
65.0 |
9.2 |
33.3 |
9.31 |
1.75 |
11.06 |
13.72 |
47.00 |
0.66 |
0.79 |
| Wychmere
Harbor |
Bottom |
8/5/03 |
25.2 |
3.00 |
44.7 |
5.2 |
57.1 |
7.05 |
2.35 |
9.40 |
11.37 |
68.51 |
0.96 |
1.03 |
| Wychmere
Harbor |
Top |
8/17/03 |
24.1 |
6.23 |
86.5 |
2.3 |
71.7 |
10.34 |
0.05 |
10.39 |
19.09 |
90.80 |
1.27 |
1.30 |
| Wychmere
Harbor |
Bottom |
8/17/03 |
24.1 |
4.61 |
64.8 |
3.4 |
58.6 |
10.00 |
1.67 |
11.67 |
18.36 |
76.98 |
1.08 |
1.13 |
| Wychmere
Harbor |
Top |
9/3/03 |
20.3 |
4.89 |
64.9 |
8.8 |
107.1 |
4.29 |
2.41 |
6.69 |
10.70 |
117.77 |
1.65 |
1.77 |
| Wychmere
Harbor |
Bottom |
9/3/03 |
20.4 |
4.49 |
59.4 |
10.7 |
18.7 |
6.00 |
1.63 |
7.63 |
8.85 |
27.50 |
0.38 |
0.53 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Saquatucket
Harbor |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
ID |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN
(mg/L) |
| Saquatucket
Harbor |
Top |
7/25/01 |
|
6.00 |
81.0 |
11.70 |
43.2 |
5.63 |
2.81 |
8.44 |
13.24 |
56.44 |
0.79 |
0.95 |
| Saquatucket
Harbor |
Bottom |
7/25/01 |
|
4.50 |
64.5 |
9.20 |
78.40 |
4.39 |
2.53 |
6.92 |
9.42 |
87.82 |
1.23 |
1.36 |
| Saquatucket
Harbor |
Ave/mid |
7/25/01 |
|
|
|
10.45 |
60.80 |
5.01 |
2.67 |
7.68 |
11.33 |
72.13 |
1.01 |
1.16 |
| Saquatucket
Harbor |
Top |
8/9/01 |
|
6.10 |
86.1 |
4.30 |
28.20 |
10.47 |
1.19 |
11.66 |
12.54 |
40.74 |
0.57 |
0.63 |
| Saquatucket
Harbor |
Bottom |
8/9/01 |
|
2.20 |
31.6 |
15.40 |
24.00 |
4.56 |
4.81 |
9.37 |
9.28 |
33.28 |
0.47 |
0.68 |
| Saquatucket
Harbor |
Ave/mid |
8/9/01 |
|
|
|
9.85 |
26.10 |
7.51 |
3.00 |
10.51 |
10.91 |
37.01 |
0.52 |
0.66 |
| Saquatucket
Harbor |
Top |
8/23/01 |
|
5.20 |
70.2 |
8.50 |
30.80 |
7.66 |
0.76 |
8.42 |
9.3 |
40.1 |
0.56 |
0.68 |
| Saquatucket
Harbor |
Bottom |
8/23/01 |
|
5.30 |
71.1 |
9.00 |
22.70 |
3.94 |
1.71 |
5.65 |
10.34 |
33.04 |
0.46 |
0.59 |
| Saquatucket
Harbor |
Ave/mid |
8/23/01 |
|
|
|
8.75 |
26.75 |
5.90 |
1.24 |
7.14 |
9.82 |
36.57 |
0.51 |
0.63 |
| Saquatucket
Harbor |
Top |
9/6/01 |
|
5.80 |
77.8 |
6.30 |
25.20 |
3.73 |
3.03 |
6.76 |
10.75 |
35.95 |
0.50 |
0.59 |
| Saquatucket
Harbor |
Bottom |
9/6/01 |
|
5.80 |
76.0 |
7.20 |
27.50 |
4.02 |
2.57 |
6.59 |
4.95 |
32.45 |
0.45 |
0.56 |
| Saquatucket
Harbor |
Ave/mid |
9/6/01 |
|
|
|
6.75 |
26.35 |
3.88 |
2.80 |
6.68 |
7.85 |
34.2 |
0.48 |
0.57 |
| Saquatucket
Harbor |
Top |
6/12/02 |
18.5 |
6.49 |
80.1 |
3.06 |
22.16 |
8.89 |
2.48 |
11.37 |
14.87 |
37.03 |
0.52 |
0.56 |
| Saquatucket
Harbor |
Bottom |
6/12/02 |
18.5 |
3.25 |
40.5 |
7.00 |
20.31 |
3.84 |
1.42 |
5.28 |
11.41 |
31.72 |
0.44 |
0.54 |
| Saquatucket
Harbor |
Top |
7/11/02 |
22.7 |
4.88 |
67.9 |
4.13 |
22.37 |
5.17 |
3.55 |
8.71 |
18.04 |
40.41 |
0.57 |
0.62 |
| Saquatucket
Harbor |
Bottom |
7/11/02 |
23.8 |
4.17 |
59.5 |
0.28 |
25.16 |
3.30 |
2.60 |
5.89 |
17.01 |
42.18 |
0.59 |
0.59 |
| Saquatucket
Harbor |
Top |
7/25/02 |
22.2 |
5.15 |
72.2 |
0.43 |
19.80 |
9.19 |
1.45 |
10.65 |
12.46 |
32.26 |
0.45 |
0.46 |
| Saquatucket
Harbor |
Bottom |
7/25/02 |
22.9 |
4.82 |
68.9 |
1.95 |
20.13 |
9.65 |
0.52 |
10.17 |
11.72 |
31.85 |
0.45 |
0.47 |
| Saquatucket
Harbor |
Top |
8/13/02 |
24.5 |
6.73 |
96.0 |
1.94 |
28.79 |
8.48 |
2.21 |
10.69 |
22.41 |
51.20 |
0.72 |
0.74 |
| Saquatucket
Harbor |
Bottom |
8/13/02 |
24.6 |
5.10 |
73.0 |
1.84 |
33.78 |
7.30 |
7.09 |
14.39 |
16.60 |
50.38 |
0.71 |
0.73 |
| Saquatucket
Harbor |
Top |
9/26/02 |
20.5 |
5.90 |
79.3 |
6.44 |
18.33 |
4.31 |
0.54 |
4.84 |
4.57 |
22.90 |
0.32 |
0.41 |
| Saquatucket
Harbor |
Bottom |
9/26/02 |
20.5 |
5.95 |
78.9 |
7.64 |
10.67 |
4.87 |
0.79 |
5.66 |
4.58 |
15.25 |
0.21 |
0.32 |
| Saquatucket
Harbor |
Top |
6/18/03 |
18.9 |
7.80 |
96.1 |
1.8 |
17.9 |
11.74 |
0.07 |
11.81 |
20.09 |
19.7 |
0.3 |
0.56 |
| Saquatucket
Harbor |
Bottom |
6/18/03 |
18.6 |
5.15 |
66.8 |
6.3 |
16.6 |
5.11 |
1.15 |
6.26 |
12.69 |
22.9 |
0.3 |
0.50 |
| Saquatucket
Harbor |
Top |
7/3/03 |
22.4 |
6.58 |
90.2 |
4.5 |
38.0 |
9.61 |
1.89 |
11.50 |
14.08 |
42.5 |
0.6 |
0.79 |
| Saquatucket
Harbor |
Bottom |
7/3/03 |
23.0 |
5.45 |
76.0 |
9.9 |
18.5 |
6.38 |
1.50 |
7.89 |
16.77 |
28.4 |
0.4 |
0.63 |
| Saquatucket
Harbor |
Top |
7/17/03 |
23.3 |
5.00 |
70.2 |
13.7 |
43.7 |
6.95 |
1.95 |
8.90 |
12.36 |
57.5 |
0.8 |
0.98 |
| Saquatucket
Harbor |
Bottom |
7/17/03 |
23.0 |
4.29 |
59.5 |
8.1 |
18.8 |
5.86 |
2.10 |
7.96 |
12.83 |
27.0 |
0.4 |
0.56 |
| Saquatucket
Harbor |
Top |
8/5/03 |
24.7 |
5.40 |
76.0 |
16.6 |
33.2 |
5.22 |
1.68 |
6.90 |
14.55 |
49.8 |
0.7 |
0.90 |
| Saquatucket
Harbor |
Bottom |
8/5/03 |
25.2 |
2.40 |
34.7 |
14.1 |
25.6 |
5.69 |
1.61 |
7.30 |
9.81 |
39.7 |
0.6 |
0.69 |
| Saquatucket
Harbor |
Top |
8/19/03 |
23.9 |
5.51 |
77.6 |
8.0 |
16.7 |
8.42 |
0.06 |
8.49 |
13.40 |
24.7 |
0.3 |
0.53 |
| Saquatucket
Harbor |
Bottom |
8/19/03 |
23.7 |
4.81 |
67.6 |
11.0 |
20.2 |
5.87 |
1.86 |
7.73 |
14.76 |
31.2 |
0.4 |
0.64 |
| Saquatucket
Harbor |
Top |
9/3/03 |
20.5 |
4.38 |
58.6 |
9.1 |
14.3 |
2.71 |
1.52 |
4.23 |
7.45 |
23.4 |
0.3 |
0.43 |
| Saquatucket
Harbor |
Bottom |
9/3/03 |
20.2 |
5.36 |
77.0 |
7.8 |
12.6 |
3.07 |
1.97 |
5.04 |
15.26 |
20.4 |
0.3 |
0.50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Herring
River - LC Bridge/Wixen Dock |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
Location |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| LC
Bridge/Wixen Dock |
Mid |
7/25/2001 |
24.2 |
5.1 |
72.1 |
6.00 |
85.00 |
2.26 |
2.14 |
4.40 |
12.21 |
97.21 |
1.36 |
|
| LC
Bridge/Wixen Dock |
Mid |
8/9/2001 |
25.6 |
5.7 |
82.5 |
4.3 |
49.6 |
2.63 |
1.52 |
4.15 |
5.04 |
54.64 |
0.76 |
|
| LC
Bridge/Wixen Dock |
Mid |
8/23/2001 |
23.4 |
5.5 |
71.6 |
3.30 |
45.30 |
4.72 |
3.39 |
8.11 |
17.54 |
62.84 |
0.88 |
|
| LC
Bridge/Wixen Dock |
Mid |
9/6/2001 |
21.4 |
5.7 |
75.4 |
4.30 |
41.80 |
2.94 |
2.52 |
5.46 |
8.16 |
49.96 |
0.70 |
|
| LC
Bridge/Wixen Dock |
Mid |
6/12/02 |
18.5 |
6.5 |
65.0 |
1.39 |
22.94 |
4.11 |
1.23 |
5.34 |
11.83 |
34.78 |
0.49 |
0.5064 |
| LC
Bridge/Wixen Dock |
Mid |
7/11/02 |
22.1 |
4.5 |
57.6 |
2.34 |
39.84 |
5.35 |
1.45 |
6.80 |
10.72 |
50.56 |
0.71 |
0.7406 |
| LC
Bridge/Wixen Dock |
Mid |
8/13/02 |
24.6 |
4.44 |
63.3 |
2.12 |
40.33 |
3.29 |
1.16 |
4.46 |
17.09 |
57.42 |
0.80 |
0.8335 |
| LC
Bridge/Wixen Dock |
Mid |
9/26/02 |
19.8 |
6.07 |
80.4 |
5.53 |
36.85 |
2.59 |
0.91 |
3.50 |
3.77 |
40.61 |
0.57 |
0.6460 |
| LC
Bridge/Wixen Dock |
Mid |
6/18/03 |
18.3 |
5.93 |
73.1 |
|
|
|
|
5.02 |
|
|
|
|
| LC
Bridge/Wixen Dock |
Mid |
7/3/03 |
22.7 |
5.44 |
73.5 |
|
|
|
|
|
|
|
|
|
| LC
Bridge/Wixen Dock |
Mid |
7/17/03 |
23.3 |
4.58 |
52.9 |
|
|
|
|
|
|
|
|
|
| LC
Bridge/Wixen Dock |
Mid |
8/5/03 |
26.1 |
5.11 |
74.3 |
|
|
|
|
|
|
|
|
|
| LC
Bridge/Wixen Dock |
Mid |
8/19/03 |
24.5 |
3.21 |
46.0 |
|
|
|
|
|
|
|
|
|
| LC
Bridge/Wixen Dock |
Mid |
9/3/03 |
20.7 |
6.42 |
81.1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Herring River
- 28 Bridge/Boat Ramp |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
Location |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| 28
Bridge / Boat Ramp |
Mid |
7/25/01 |
|
4.42 |
62.3 |
4.20 |
36.00 |
2.24 |
2.55 |
4.79 |
13.74 |
49.74 |
0.70 |
0.76 |
| 28
Bridge / Boat Ramp |
Mid |
8/9/01 |
|
5.10 |
|
3.10 |
27.50 |
2.37 |
2.01 |
4.38 |
6.99 |
34.49 |
0.48 |
0.53 |
| 28
Bridge / Boat Ramp |
Mid |
8/23/01 |
|
6.20 |
86.6 |
7.30 |
83.50 |
4.23 |
2.69 |
6.92 |
16.21 |
99.71 |
1.40 |
1.50 |
| 28
Bridge / Boat Ramp |
Mid |
9/6/01 |
|
5.10 |
65.1 |
7.40 |
105.10 |
7.2 |
2.2 |
9.4 |
10.64 |
115.74 |
1.62 |
1.72 |
| 28
Bridge / Boat Ramp |
Mid |
6/12/02 |
18.9 |
4.75 |
59.6 |
1.21 |
37.26 |
7.13 |
2.40 |
9.53 |
17.92 |
55.17 |
0.77 |
0.79 |
| 28
Bridge / Boat Ramp |
Mid |
7/11/02 |
22.5 |
3.82 |
51.2 |
2.71 |
31.89 |
10.98 |
0.91 |
11.89 |
19.34 |
51.23 |
0.72 |
0.76 |
| 28
Bridge / Boat Ramp |
Mid |
7/25/02 |
21.6 |
3.79 |
50.3 |
2.63 |
34.21 |
10.35 |
0.93 |
11.27 |
16.64 |
50.85 |
0.71 |
0.75 |
| 28
Bridge / Boat Ramp |
Mid |
8/13/02 |
24.7 |
4.20 |
58.0 |
1.53 |
34.51 |
5.71 |
1.65 |
7.36 |
14.58 |
49.09 |
0.69 |
0.71 |
| 28 Bridge
/ Boat Ramp |
Mid |
9/26/02 |
19.5 |
5.12 |
64.0 |
14.26 |
29.03 |
3.99 |
2.69 |
6.68 |
12.45 |
41.48 |
0.58 |
0.78 |
| 28 Bridge
/ Boat Ramp |
Mid |
6/18/03 |
18.5 |
5.49 |
56.3 |
4.7 |
46.1 |
6.23 |
3.60 |
9.84 |
8.98 |
50.8 |
0.71 |
0.84 |
| 28 Bridge
/ Boat Ramp |
Mid |
7/3/03 |
23.1 |
4.58 |
60.4 |
4.1 |
38.7 |
3.73 |
2.50 |
6.23 |
13.42 |
42.8 |
0.60 |
0.79 |
| 28 Bridge
/ Boat Ramp |
Mid |
7/17/03 |
23.3 |
4.23 |
57.2 |
4.6 |
38.5 |
3.69 |
2.17 |
5.86 |
17.21 |
43.1 |
0.60 |
0.84 |
| 28 Bridge
/ Boat Ramp |
Mid |
8/5/03 |
26.3 |
3.20 |
42.3 |
10.9 |
47.8 |
3.96 |
1.62 |
5.58 |
10.64 |
58.7 |
0.82 |
0.97 |
| 28 Bridge
/ Boat Ramp |
Mid |
8/19/03 |
24.8 |
5.00 |
67.3 |
10.0 |
30.1 |
4.40 |
0.13 |
4.53 |
11.27 |
40.1 |
0.56 |
0.72 |
| 28 Bridge
/ Boat Ramp |
Mid |
9/3/03 |
20.5 |
5.05 |
65.2 |
17.3 |
29.5 |
1.62 |
1.19 |
2.81 |
5.17 |
46.8 |
0.65 |
0.73 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Herring River
- North Rd |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Station
Location |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| North Rd |
Mid |
7/25/01 |
24.7 |
3.62 |
48.8 |
4.90 |
35.10 |
3.94 |
4.97 |
8.91 |
14.92 |
50.02 |
0.70 |
0.77 |
| North Rd |
Mid |
8/9/01 |
27.3 |
3.10 |
42.8 |
1.90 |
32.70 |
5.18 |
7 |
12.18 |
10.98 |
43.68 |
0.61 |
0.64 |
| North Rd |
Mid |
8/23/01 |
24 |
5.90 |
74.2 |
8.60 |
43.00 |
3.35 |
3.96 |
7.31 |
13.16 |
56.16 |
0.79 |
0.91 |
| North Rd |
Mid |
9/6/01 |
20.7 |
3.60 |
20.7 |
5.90 |
39.70 |
12.28 |
1 |
13.28 |
15.81 |
55.51 |
0.78 |
0.86 |
| North Rd |
Mid |
6/12/02 |
19.4 |
3.35 |
42.2 |
5.20 |
42.57 |
12.49 |
0.20 |
12.69 |
26.98 |
69.55 |
0.97 |
1.05 |
| North Rd |
Mid |
7/11/02 |
22.6 |
3.46 |
35.6 |
4.68 |
30.48 |
5.95 |
2.70 |
8.66 |
20.92 |
51.39 |
0.72 |
0.78 |
| North Rd |
Mid |
7/25/02 |
21.3 |
3.28 |
40.5 |
1.66 |
28.40 |
17.76 |
1.11 |
18.87 |
19.67 |
48.07 |
0.67 |
0.70 |
| North Rd |
Mid |
8/13/02 |
25.2 |
3.78 |
53.2 |
1.54 |
38.65 |
10.30 |
3.92 |
14.22 |
22.18 |
60.83 |
0.85 |
0.87 |
| North Rd |
Mid |
9/26/02 |
18.8 |
3.96 |
45.0 |
9.27 |
31.50 |
13.84 |
2.23 |
16.07 |
21.12 |
52.62 |
0.74 |
0.87 |
| North Rd |
Mid |
6/18/03 |
19.2 |
4.79 |
53.4 |
1.6 |
35.4 |
8.02 |
2.46 |
10.47 |
15.71 |
37.0 |
0.52 |
0.74 |
| North Rd |
Mid |
7/3/03 |
24.2 |
3.50 |
44.3 |
8.7 |
187.4 |
7.40 |
3.60 |
11.01 |
11.05 |
196.0 |
2.74 |
2.90 |
| North Rd |
Mid |
7/17/03 |
23.6 |
4.12 |
54.1 |
11.3 |
152.3 |
8.43 |
3.91 |
12.33 |
17.45 |
163.6 |
2.29 |
2.54 |
| North Rd |
Mid |
8/5/03 |
26.3 |
2.06 |
27.3 |
10.2 |
44.5 |
3.01 |
1.81 |
4.82 |
7.30 |
54.7 |
0.77 |
0.87 |
| North Rd |
Mid |
8/19/03 |
24.7 |
3.33 |
41.1 |
14.9 |
89.7 |
9.28 |
0.05 |
9.33 |
16.59 |
104.6 |
1.46 |
1.70 |
| North Rd |
Mid |
9/3/03 |
20.1 |
3.28 |
38.4 |
12.8 |
60.9 |
2.62 |
2.10 |
4.72 |
8.53 |
73.7 |
1.03 |
1.15 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Herring River
- W. Reservoir |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Alternate
Name |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| W.
Reservoir |
Mid |
7/25/01 |
25.7 |
5.4 |
73.6 |
4.10 |
35.10 |
4.54 |
2.5 |
7.04 |
7.24 |
42.34 |
0.59 |
0.65 |
| W.
Reservoir |
Mid |
8/9/01 |
|
7.6 |
96.5 |
3.30 |
34.70 |
6.17 |
2.96 |
9.13 |
16.26 |
50.96 |
0.71 |
0.76 |
| W.
Reservoir |
Mid |
8/23/01 |
24.7 |
8.5 |
103.2 |
7.20 |
34.60 |
9.48 |
3.05 |
12.53 |
14.33 |
48.93 |
0.69 |
0.79 |
| W.
Reservoir |
Mid |
9/6/01 |
21.9 |
9.4 |
107.7 |
5.90 |
154.50 |
12.46 |
0.05 |
12.51 |
43.83 |
198.33 |
2.78 |
2.86 |
| W.
Reservoir |
Mid |
6/12/02 |
20.3 |
6.2 |
78.9 |
11.45 |
58.86 |
5.68 |
2.06 |
7.73 |
9.66 |
68.53 |
0.96 |
1.12 |
| W.
Reservoir |
Mid |
7/11/02 |
24.1 |
6.0 |
71.6 |
2.46 |
34.92 |
9.64 |
1.92 |
11.56 |
20.95 |
55.87 |
0.78 |
0.82 |
| W.
Reservoir |
Mid |
7/25/02 |
22.5 |
6.0 |
69.1 |
3.22 |
91.21 |
9.56 |
3.96 |
13.52 |
22.49 |
113.70 |
1.59 |
1.64 |
| W.
Reservoir |
Mid |
8/13/02 |
25.3 |
6.1 |
74.0 |
10.18 |
62.48 |
39.38 |
0.05 |
39.43 |
97.65 |
160.13 |
2.24 |
2.38 |
| W.
Reservoir |
Mid |
9/26/02 |
19.7 |
7.0 |
76.5 |
2.88 |
63.00 |
33.98 |
0.05 |
34.03 |
20.51 |
83.52 |
1.17 |
1.21 |
| W.
Reservoir |
Mid |
6/18/03 |
19.8 |
7.4 |
81.8 |
8.4 |
29.2 |
0.26 |
9.24 |
9.50 |
9.48 |
37.6 |
0.53 |
0.66 |
| W.
Reservoir |
Mid |
7/3/03 |
25.1 |
6.0 |
73.1 |
7.5 |
48.2 |
3.42 |
9.38 |
12.80 |
9.18 |
55.7 |
0.78 |
0.91 |
| W.
Reservoir |
Mid |
7/17/03 |
24.3 |
6.97 |
83.6 |
8.3 |
96.3 |
2.51 |
6.60 |
9.11 |
22.37 |
104.6 |
1.46 |
1.78 |
| W.
Reservoir |
Mid |
8/5/03 |
26.3 |
4.62 |
57.3 |
1.4 |
41.1 |
2.62 |
10.44 |
13.06 |
13.85 |
42.5 |
0.59 |
0.79 |
| W.
Reservoir |
Mid |
8/19/03 |
26.0 |
7.53 |
91.5 |
6.3 |
33.8 |
5.57 |
29.08 |
34.65 |
30.99 |
40.1 |
0.56 |
0.99 |
| W.
Reservoir |
Mid |
9/3/03 |
21.0 |
8.28 |
91.5 |
4.2 |
31.6 |
8.48 |
27.56 |
36.05 |
23.63 |
35.8 |
0.50 |
0.83 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Herring River -
Lothrop Rd |
|
|
|
|
|
|
|
|
Chl-a |
Phaeo |
Total Pigments |
|
|
|
|
| Alternate
Name |
Depth ID |
Date |
Temp C |
D.O. mg/L |
% D.O. |
uM DIN |
uM DON |
ug/L |
ug/L |
ug/L |
PON (uM) |
TON (uM) |
TON (mg/L) |
TN (mg/L) |
| Herring
River - Lothrop Rd |
Mid |
07/25/01 |
|
2.80 |
37.5 |
6.30 |
39.10 |
5.01 |
5.61 |
10.62 |
14.26 |
53.36 |
0.75 |
0.84 |
| Herring
River - Lothrop Rd |
Mid |
08/09/01 |
|
2.20 |
34.2 |
3.70 |
29.30 |
5.39 |
3.66 |
9.05 |
13.55 |
42.85 |
0.60 |
0.65 |
| Herring
River - Lothrop Rd |
Mid |
08/23/01 |
|
7.10 |
81.6 |
10.40 |
35.80 |
4.1 |
3.98 |
8.08 |
12.77 |
48.57 |
0.68 |
0.83 |
| Herring
River - Lothrop Rd |
Mid |
09/06/01 |
|
5.30 |
55.5 |
12.80 |
18.30 |
1.63 |
2.75 |
4.38 |
5.38 |
23.68 |
0.33 |
0.51 |
| Herring
River - Lothrop Rd |
Mid |
06/12/02 |
16.6 |
4.36 |
52.4 |
3.30 |
357.31 |
6.70 |
1.31 |
8.01 |
20.77 |
378.08 |
5.29 |
5.34 |
| Herring
River - Lothrop Rd |
Mid |
07/11/02 |
19.5 |
3.77 |
46.4 |
8.77 |
37.42 |
4.47 |
1.32 |
5.8 |
14.37 |
51.79 |
0.73 |
0.85 |
| Herring
River - Lothrop Rd |
Mid |
07/25/02 |
18.1 |
3.42 |
36.7 |
11.02 |
44.51 |
4.18 |
1.03 |
5.21 |
12.64 |
57.15 |
0.80 |
0.95 |
| Herring
River - Lothrop Rd |
Mid |
08/13/02 |
24.1 |
2.20 |
29.3 |
0.73 |
33.74 |
20.16 |
1.15 |
21.34 |
21.05 |
54.79 |
0.77 |
0.78 |
| Herring
River - Lothrop Rd |
Mid |
09/26/02 |
15.5 |
2.23 |
32.8 |
28.34 |
31.54 |
3.77 |
3.81 |
7.58 |
10.38 |
41.91 |
0.59 |
0.98 |
| Herring
River - Lothrop Rd |
Mid |
06/18/03 |
18.2 |
3.80 |
48.3 |
3.4 |
48.7 |
8.20 |
1.01 |
9.21 |
13.80 |
52.1 |
48.7 |
0.92 |
| Herring
River - Lothrop Rd |
Mid |
07/03/03 |
23.1 |
2.91 |
34.9 |
6.3 |
46.6 |
3.23 |
2.13 |
5.35 |
9.53 |
52.9 |
46.6 |
0.87 |
| Herring
River - Lothrop Rd |
Mid |
07/17/03 |
23.1 |
2.88 |
36.4 |
20.4 |
31.9 |
8.54 |
1.44 |
9.98 |
12.44 |
52.3 |
31.9 |
0.91 |
| Herring
River - Lothrop Rd |
Mid |
08/05/03 |
|
|
|
10.9 |
41.3 |
2.24 |
1.83 |
4.07 |
10.49 |
52.3 |
41.3 |
0.88 |
| Herring
River - Lothrop Rd |
Mid |
08/19/03 |
20.8 |
2.64 |
30.0 |
17.1 |
39.8 |
1.83 |
0.55 |
2.39 |
11.75 |
56.9 |
39.8 |
0.96 |
| Herring
River - Lothrop Rd |
Mid |
09/03/03 |
|
|
|
25.2 |
33.2 |
1.47 |
1.83 |
3.31 |
7.28 |
58.4 |
33.2 |
0.92 |
APPENDIX
B
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