HomeMy WebLinkAboutPeconic Estuary Program Tidal Creek Study October 1999PECONIC ESTUARY PROGRAM
TIDAL CREEK STUDY
Prepared For:
Suffolk County Department of Health Services
Department of Ecology
County Center, 2~ Floor
Riverhead, New York 11901-3397
Prepared By:
EEA, Inc.
55 Hilton Avenue
Garden City, New York 11530
(516) 746-4400
eea(-~ent, net
OCTOBER 1999
Although the information in this document has been funded wholly or in part by the United States Environmental
Protection Agency under Contractual Agreement number 01-~405--4980-18-1633 to the Suffolk Count' Department
of Health Sercices, it may not necessarily reflect the views of the AgenQ' and no official endorsement should be inferred.
.ABSTRACT .................................................. ~ ......... 1
INTRODUCTION ...................................................... 1
Literature Review ...................................................... 3
IH. METHODOLOGY ..................................................... 3
IV*
Vie
A.
B.
C.
D.
E.
F.
Water Quality ................................
Bathymetric Survey ...........................
Hydrodynamic Survey ........................
Land Use ...................................
Wildlife .....................................
Grain Size and Macrobenthic Invertebrates ......
2.
3.
4.
5.
6.
Water Quality .................................................... 8
Bathymetric Survey .............................................. 11
Hydrodynamic Survey ............................................ 11
Land Use ....................................................... 12
Wildlife ........................................................ 12
Grain Size and Macrobenthic Invertebrates .......................... 12
RANKING SYSTEM OF TEN TIDAL CREEKS ........................... 13
Macrobenthic Invertebrate Quantification System .................... 14
Land Use Quantification Sytem .................................... 15
Overall Ranking System .......................................... 16
RESULTS OF TEN TIDAL CREEKS .................................... 16
A. Fresh Pond ............................................... 16
1. Water Quality ................................. 17
2. Bathymetric Survey ............................ 18
3. Hydrodynamic Survey .......................... 18
4. Land Use .................................... 18
5. Wildlife ..................................... 19
6. Macrobenthic Invertebrates .................... 20
B. Northwest Creek ......................................... 20
1. Water Quality ................................ 21
2. Bathymetric Survey ........................... 22
3. Hydrodynamic Survey ......................... 22
4. Land Use .................................... 23
5. Wildlife ...................................... 23
6. Macrobenthic Invertebrates ..................... 24
C. Ligonee Creek ............................................. 24
1. Water Quality ................................. 25
2. Bathymetric Survey ............................ 26
He
3. Hydrodynamic Study ..........
4. Land Use ....................
5. Wildlife .....................
6. Macrobenthic Invertebrates ....
Alewife Creek ......................
1. Water Quality ................
2. Bathymetric Survey ...........
3. Hydrodynamic Survey .........
4. Land Use ....................
5. Wildlife .....................
6. Macrobenthic Invertebrates .
Meetinghouse Creek ...................
1. Water Quality .............
2. Bathymetric Survey ........
3. Hydrodynamic Survey ......
4. Land Use .................
5. Wildlife ..................
6. Macrobenthic Invertebrates .
West Creek ...........................
1. Water Quality .............
2. Bathymetric Survey ........
3. Hydrodynamic Survey ......
4. Land Use .................
5. Wildlife ..................
6. Macrobenthic Invertebrates .
Goose Creek .......................
1. Water Quality ..........
2. Bathymetric Survey .....
3. Hydrodynamic Survey ...
4. Land Use ....................
5. Wildlife .....................
6. Macrobenthic Invertebrates .....
Bass Creek ...............................
1. Water Quafity .................
2. Bathymetric Survey ............
3. Hydrodynamic Survey ..........
4. Land Use ....................
5. Wildlife .....................
6. Macrobenthic Invertebrates ..
West Neck Creek .......................
2.
3.
4.
5.
Water Quality ..............
Bathymetric Survey .........
Hydrodynamic Survey .......
Land Use ..................
Wildlife ...................
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6. Macrobenthic Invertebrates ......... ;'.. ~;-': ...... 48
' 49
Little Bay ......................
2.
3.
4.
5.
6.
Water Quality ................................. 50
Bathymctric Survey ............................ 50
Hydrodynamic Survey .......................... 51
Land Use ..................................... 51
Wildlife ...................................... 51
Macrobenthic Invertebrates ..................... 52
VII ANALYSIS AND RECOMMENDATIONS .... 52
B.
C.
D.
E.
F.
G.
H.
I.
J.
Fresh Pond ............................................... 52
Northwest Creek .......................................... 53
Ligonee Creek .. 54
Alewife Creek ............................................. 54
Meetinghouse Creek .....................
West Creek .............................
Goose Creek ............................
Bass Creek .............................
West Neck Creek ........................
Little Bay ...............................
................. 55
................. 56
................. 59
VIII. CONCLUSIONS .......... ...................................... ... . .. 60
BIBLIOGRAPHY
APPENDICES
A - Water Quality and Physical Chemistry
B - Bathymetry
C - Hydrographic Charts
D - Land Use
E - Grain Size & Macrobenthic Communities
F - Field Data Sheets
G - Laboratory Protocols
I. ' ABSTRACT
EEA evaluated ten tidal creeks throughout the Peconic Estuary representing a wide range
of watershed variables. Primary focus was directed towards the collection and analysis of the
macrobenthic invertebrate communities of these ten tidal creeks. Analysis of the macrobenthic
communities indicated the relative health of the creeks. Land use, water quality, bathymetry,
hydrodynamics, physical chemislry, grain size, and wildlife was also evaluated, with the intention
of obtaining an overall analysis of the ten creeks, and also to assess whether the land use
surrounding each creek could be correlated to the water quality and macrobenthic community
structures found in each system. The ultimate goal of this study was to understand the
relationship between nutrient inputs, primary productivity, and the biotic communities within the
creeks and land use of immediately adjacent shorelines by comparing collected data for each
selected creek.
Nub'lent loading appeared to be the primary impact to the creeks. Of the ten creeks, four
clearly had a benthic community slructure which was more representative of a nutrient rich
environment closely resembling communities found in water bodies such as Jamaica Bay, New
York and the New York Harbor: Meetinghouse, West Neck, Ligonee, and Alewife. This is not
totally unexpected, as the drainages these creeks are associated with have been previously
identified by the Suffolk County Department of Health Service as areas with above normal levels
of nitrogen. In all cases, the source of nitrogen has been identified as a municipal sewage
treatment plant, or in the case of Meetinghouse Creek, an active duck farm. In most cases, the
diversity in each creek was low, and the density of a single species extremely high. The
amphipodAmpelisca abdita was the dominant identified species. In some cases, Ampelisca
abundances exceeded 30,000/m2'. These species and densities indicate a stressed environment,
which is most likely the result of nuu'ient loading. The organisms present are not necessarily
detrimental to the environment, as they provide an excellent food source for many juvenile
fmfish species.
The remaining six creeks (Fresh Pond, Northwest Creek, West Creek, Goose Creek, Bass
Creek, and Little Bay) all appear to support well established benthic communities. This
determination is based on the presence of a diverse benthic community that is not dominated by
large numbers of pioneering organisms, such as the ampeliscids, spionid worms, and
oligochaetes. In general, as one would expect, these six creeks are the more underdeveloped
systems, with predominantly open space (i.e., intertidal marsh) surrounding them. Goose Creek
is the most developed of the six. It would appear that the presence of extensive intertidal marsh
is extremely beneficial in maintaining the equilibrium in the creek, even though it would appear
that most of the nutrients are coming through the groundwater.
II.
INTRODUCTION
The overall objective of this study was to examine ten tidal creeks feeding Peconic Bay,
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iq~w York and to assess whether the degree of urbanization surrounding each creek ~imld be
correlated to the water quality and macmbenthic community structures found in cacti system.
The creeks chosen for study reflected a wide range of varying watershed conditions f~om the near
pristine (e.g. wildlife refuges) to the heavily urbanized (e.g., hardened shoreline, residential or
industrial uplands).
Field data collection included water quality measurements, hydrodynamics, sediment
chemistry and macrobenthic fauna. In addition, a land use review and categorization was
conducted of the uplands surrounding each creek.
Locations of the ten creeks studied are shown on Figure 1, and were:
* Fresh Pond Creek
$ Northwest Creek
· Ligonee Creek
· Alewife Creek
· Meetinghouse Creek
· West Creek
· Goose Creek
· Bass Creek
· West Neck Creek
· Little Bay Creek
Macrobenthic samples were collected during December 1997 and July 1998 at both the
headwaters and mouth of each of the tidal creeks. The sampling locations (head and mouth) of
each creek are shown in Figures 2 through 11. Water chemistry and hydrodynamic samples were
also collected throughout the program.
The biological and hydrological analysis of the data was completed by EEA, Inc. The
land use analysis was completed by Allee King Rosen & Fleming, Inc. (AKRF). This project
was funded by the U.S. Environmental Protection Agency (EPA) and implemented under the
direction of the Suffolk County Department of Health Services (SCDHS). Invaluable assistance
was provided by Mr. Vito Minei, Mr. Walter Dawydiak, and Mr. Robert "Mack" Waters and
their staffs for providing necessary resources to complete the program. Additional
acknowledgment to Mr. Mike Scheibel of"The Nature Conservancy" and Mr. Larry Penny of the
East Hampton Town Natural Resource Department for allowing permission to sample their
waters and provide use with previously collected dam. The following sections of the report will
discuss the methodology, results, and discussion of the tidal creek survey.
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Literature Review
Literature pertaining to this project was obtained in several different ways. Initial
investigation began with EEA's in-house library where many papers pertaining to estuarine
ecology have been gathered over the years. A review of these papers and report bibliographies
was undertaken. Concurrently, a computerized search of the Interact and research file
(DIALOG) was also completed. The results of these studies were taken to the libraries, such as
MSRC Stony Brook in an attempt to obtain the documents for review.
In addition to published documems, EEA contacted the various agencies and local town
natural resource deparmaents for unpublished "gray literature." This included the New York
State Departmem of Environmental Conservation (NYSDEC) Shellfish Departmem which
mainlains water quality data on all the creeks, Suffolk County Department of Health Sendces
which provided water quality data, watershed analysis, shellfish densities and natural resource
date for some of the areas. Additional town agencies, in particular the East Hampton Natural
Resource Department and the Southampton Department of Land Management, and the Nature
Conservancy on Shelter Island were able to provide assistance with studies associated with
creeks found within their municipalities.
All data were reviewed for applicability to the project. Whenever relevant, these data
were incorporated and cited within the report.
IH. METHODOLOGY
A. Water Quality
Water quality data were collected in two forms. Physical chemistry (i.e., temperature,
salinity, conductivity, pH, and Secchi readings) were taken every time a site was visited. This
consisted of two readings each at the head and mouth of each creek. The surface reading was
taken in the upper six inches of the water colunm. The bottom reading is defined as within the
lowest six inches of the water column. Additionally, two rounds of nutrient analysis samples
were taken by EEA with an additional round supplemented by SCDHS. Surface water was
collected at the head and mouth of each creek at the location of the benthic sampling station.
Samples were collected and analyzed for: Total Kjeldahl Nitrogen (TKN), Total Dissolved
Kjeldahl Nitrogen (TDKN), Total Organic Carbon (TOC), Total Dissolved Organic Carbon
(TDOC), Nitrogen-Ammonia (NH3), Nitrite (NO2), Nitrate (NO3), Total Phosphorus (TPO4),
Total Dissolved Phosphorus (TDPO4), Ortho-Phosphorus (O-PO4), Total Coliforms (TCOL),
Fecal Coliforms (FCOL), Total Suspended Solids (TSS), and Chlorophyll-a (Chi. "A").
Sample analysis was performed by Chesapeake Biological Laboratory (CBL) for NH3.
NO2, NO~. TDPO4.TPO4, O-PO4, and TSS. Sample analysis for TKN, TDKN, TOC, DTOC was
conducted by Chemtech. The coliform analysis was conducted by Environmental Testing
Laboratories; the chlorophyll-a samples by the Suffolk County Department of Health Services.
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~ll sample analytsis conformed with ASTM standards. Results of the water qutfli~malysis
appeaMn Appendix A.
The water quality sampling program that was initiated for this study included three
separate collection periods. All three collection periods collected the water samples fxom both
the head and mouth of each of the ten tidal creeks. EEA collected water samples in July and
September of 1998. Suffolk County Department of Health Services collected water samples in
June of 1998. All three sampling periods were analyzed for the same parameters and at the same
locations, and were therefore utilized to indicate the general water quality of these creeks during
this study.
B. Bathymetric Survey
The bathymetric profile of each of the ten creeks was determined utilizing one of two
methods. In creeks with a water depth of greater than three feet, a sub-acoustical bottom profiler
was towed behind a boat at a slow speed behind a small outboard vessel. Coastal Oceanographic
HYPACK survey software acquired data fzom the DGPS (Differential Geographic Positioning
System) and echo sounder twice per second. In the four shallowest creeks (i.e., Fresh Pond,
West Creek, Bass Creek and Ligonee Creek), the bathymetry was determined by utilizing a staff
gauge to determine water depth. Each depth was manually entered into the computer which
logged the GPS coordinates, as well.
In both cases, the data were downloaded to a topographic plotting program. The
bathymetric data were plotted on a base map provided by the Suffolk County Department of
Health Services in a GIS format. Additionally, all depths were normalized to reflect mean-low
water (MLW) at NGVD. Results of the bathymetric survey appear in Appendix B.
C. Hydrodynamic Survey
At the mouth of each of the ten tidal creeks, a Falmouth Scientific 3DACM flow meter
was deployed for a minimum of 24 hours. The meter collected data regarding the vector
(direction) and velocity (speed) of the current. In May of 1998, in conjunction with the eelgrass
water quality project, a turbidity sensor was added to collect additional data. The data were
downloaded to a laptop computer at the end of each period and returned to the office to be
printed out and reviewed. Collected data was backed-up in the office.
The meter was programmed to record data once every 15 seconds of every 15 minutes for
the following creeks: Northwest Creek, West Creek, Bass Creek, Ligonee Creek, Alewife Creek,
and Meetinghouse Creek. The meter was programmed to record data once every 15 minutes for
the following creeks: West Neck Creek and Fresh Pond. Finally, the meter was programmed to
record data once every 30 minutes, in two consecutive minutes for the following creeks: Goose
Creek and Little Bay Creek.
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Temperature
Temperature was taken directly from the data, averaged for every hour, and graphed using
Excel. The graphs compare time versus temperature. The x-axis shows the time, and to make
the graph legible, only a few representations of the times are shown (a general pattern can
therefore be interpreted). For most creeks, only one time per hour is shown on the x-axis, though
there are several data points in between the times which are shown.
An average was computed for every hour for each of the parameters (velocity, vector and
turbidity). The data which was downloaded from the meter for velocity and vector was given in
the form of Vn and Ve, which were used to derive the vector and velocity values. The following
equations were used to derive the velocity and vector:
Velocity:
Velocity = square root (Vn^2 + Ve^2)
where Vn = Average velocity north in cra/sec, and
Ve = Average velocity east in cra/sec.
Vector:
Angle = atan (Vn/Ve)
After calculating the angle, the vector is determined by the following equations:
When Vn and Ve are greater than 0: Vector = (90 - angle)
When Vn is greater than 0, and Ve is less than 0: Vector = (270 - angle)
When Vn is less than 0, and Ve is less than 0: (Vector = (270 - angle)
When Vn is less than 0, and Ve is greater than 0: Vector = (90 + angle)
Finally, checks must be made for the following exceptions:
When Vn = 0, and Ve is less than 0: Vector is 270
When Vn = 0, and Ve is greater than 0: Vector is 90
When Ve = 0, and Vn is less than 0: Vector is 180
When Ve = 0, and Vn is greater than 0: Vector is 0
TurbidiW:
Turbidity was computed by multiplying the AUX1 value that the meter reported by
(.0061) to convert the reading into FTU (Formazin Turbidity Units).
The vector, velocity, and turbidity were graphed in the same form as the temperature. The results
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of'the hydrodynamic survey appear in Appendix C.
D. Land Use
For land use information pertaining to land-based activities, the following parameters
were considered. These include: general residential land use categories, such as residential,
commercial, industrial, agricultural, recreational, and open space. Additional land uses evaluated
included roadway coverage and the availability of utilities. Also included in the land use section
were the water-related activities, such as marinas and mooring areas.
The data were obtained through the evaluation of existing land use data previously
gathered by the local towns, and the examination of recent aerial photography. During the course
of the field sampling program, the field crew spot checked and validated the information. The
land-based information included the coverage data for the watershed residential land use
categories and densities with estimates of areas within privately owned lots by distinguishing the
percentage dedicated to built coverage, the percentage dedicated to commercial and industrial
centers, agricultural uses, recreational uses such as gold courses, and protected parklands. A
separate identification was made for protected areas such as public, private and not-for-profit
owned wetlands and natural resource areas on subdivision plans. Roadway coverages were
estimated based on length and type (e.g., collector, arterial). Availability of utilities was stated as
would areas of septic systems.
The water-related uses were quantified through the use of aerial photography. The
presence and location of the mooring fields and bulkhead frontage was initially determined by
the photography and later ground trothed in the field. Additionally, the dredging records of each
creek were evaluated. Detailed results of land use and water basins of each of the creeks appears
in Appendix D.
E. Wildlife
Observations of wildlife species were made during each of the visits to a site.
Specifically, the presence and relative abundance (if applicable) of fmfish, shellfish, avian fauna,
mammalian species, and herpetile fauna was recorded. These observations were made in
conjunction with some other aspect of the study. The U.S. Fish & Wildlife Service and
NYSDEC Natural Heritage Program were contacted to determine the presence of rare,
endangered, threatened, or species or special concern in the study area. The results are provided
in the narrative discussion of this report for each of the ten study areas.
F. Grain Size and Macrobenthic Invertebrates
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- - ' Twenty grab stations were located within the ten tidal creeks surveyed (one atxhe head
waters and at the mouth of each creek). Station locations are illustrated in the "Sampling
Locations" maps within each study area narrative. Samples were collected with a 0.025 meter-
square Petite bottom grab.
A single Ponar grab sample will be collected for grain size analysis. A total of 20
samples were collected, one at each location for laboratory analysis. For the grain size analysis,
the entire contents of the Ponar grab were transferred into a container which was sent to
Chemtech for analysis. Only full grab samples were utilized. For the macrobenthic analysis,
three replicates were collected at each station. Two of the three replicates were randomly chosen
for analysis with the remaining samples archived. Individual samples (entire contents of the
Ponar grab) were washed on a 0.5 millimeter mesh sieve (to remove fine panicles), and then
transferred to ajar, labeled, and preserved with a buffered 10 percent formalin solution. Only
full grab samples were utilized. Rose bengal stain was added to the formalin to aid in later
sorting of the organisms.
In the laboratory, all macroinvertebrates were removed from the samples and identified to
species level, whenever possible. The oligochaetes, chironomids, nemerteans, anthozoa, and
hydrozoans were left as high taxonomic groupings because of the difficulty associated with their
identification or the small size and scarcity of specimens. Detailed results of macrobenthic
invertebrate densities and grain size analysis appears in Appendix E.
IV. REPORT OF FINDINGS
1. Water Quality
The water quality analysis of these ten tidal creeks was done using a limited data set. The
parameters mentioned above were all tested in three sampling periods ( June of 1998 by SCDHS,
July 1998 by EEA, and September 1998 by EEA). Water quality data provided by SCDHS
which could be applied to this study was also utilized in this analysis. Also, physical chemistry
data which was collected by EEA upon each site visit (which consisted of dissolved oxygen,
conductivity, water temperature, pH, and salinity) was also analyzed. However, general water
quality Ixends were not within the scope of this project and could not be identified with the
limited data set. It is anticipated that the water quality model being developed by TetraTech will
address these general trends. The overall impact of water quality on the benthic communities
was given greater consideration in this study, rather than the causes of water quality degradation.
The water quality analysis is presented in Appendix A.
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~ - - Samplin~ Rationale
To completely understand the relationship between nutrient inputs, primary productivity,
and the biotic communities associated with each of the creeks investigated, the analysis of
several parameters at each trophic level was required.. An analytical review of the chemical
constituents found within each creek included total organic carbons (TOCs), coliform bacteria,
nitrogen, and phosphorus. In addition to the laboratory analysis, each creek was evaluated for
temperature, salinity, conductivity, dissolved oxygen, pH, and transparency (Secchi) each time a
field crew visited the site. All of the analytical parameters evaluated were sampled within the
same tidal phase (e.g. Iow slack) each time sampling occurs, to negate differences in chemistry
and biological activity due tb tidal stage variations. This provided valuable data for
understanding the chemistry and the structure of the biological communities found within each
creek system. The biological communities most influenced by these parameters would be the
phytoplankton, zooplankton, and macrobenthic invertebrate populations. These, in mm, would
influence the £mfish (ichthyoplankton -- eggs and larvae through adult), and shellfish (bay
scallops, hard clam, and blue crabs) populations found throughout the bay, which are
economically important to both the commercial and recreational fishermen that utilize the bay.
The following detailed descriptions will provide the rationale for the sampling analysis that was
conducted by EEA for this study:
Total Organic Carbon
Carbon enters the ecosystem in many different forms, in particular as part of living tissue.
Large amounts of total organic carbon (TOC) can be derived fi.om the accumulation of plant
material both from vascular plants and minute planktonic plant species, known as phytoplankton,
which show up as Chiorophyll-a in water samples. Nutrient rich systems increase the potential
for plankton blooms which help increase the carbon loading of the sediment. Also, the presence
of high TOC levels may indicate the presence of petroleum hydrocarbons or that contaminated
runoff is entering the system. The amount of organic material will strongly influence the benthic
invertebrate communities that are established within each creek system, as well as the plant
species. A total of 30 samples for TOC analysis were collected. Collections occurred in July and
September of 1998 by EEA and throughout the summer of 1998 by SCDHS.
Total organic carbon levels increased fi.om June to September for all tidal creeks.
Slightly higher levels of TOC relative to the other sampling locations were observed for the
headwaters of Northwest Creek and West Creek.
Nitrogen
Nitrogen is a building block of protein and a part of enzymes. It is needed in an abundant
supply for reproduction, growth, and respiration. Plants can only utilize nitrogen in a fixed form,
such as nitrites and nitrates, with the exception of nitrogen-fixing bacteria and blue-green algae.
Nitrates leached from the soil and transported by drainage water are an important source of
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- 'nitrogen for aquatic communities. During the summer months, the nitrogen supply-Xo an aquatic
resource area may be utilized completely by phytoplanlaon, in addition to many green
filamentous algae. Nitrates may disappear from the surface water. As a result, phytoplankton
growth, or a "bloom" is typically reduced in late summer. A reduction in phytoplankton
concentrations in the spring and summer months may also be caused by increased grazing by
phytoplankton. Nitrates build up again in the winter. Nitrogenous wastes draining from sewage
disposal plants and other sources often overload the aquatic ecosystem with nitrogen. This can
result in massive plankton growth and other undesirable changes in the community structure.
Samples were collected in the same frequency as TOC.
Exceptionally high levels of nitrogen were observed in the water quality analysis for
Meetinghouse Creek headwaters, while the waters at the mouth of Meeilnghouse Creek, and the
headwaters of both Ligonee Creek and Alewife Creek both indicate slightly higher nitrogen
levels relative to the other sampling stations.
Phosohorous
Phosphorous is involved in photosynthesis, as well as in energy transfer within the plant
and in animals. Animals require an adequate supply of calcium and phosphorous in the proper
milo, preferably 2:1 in the presence of vitamin D. When the supply of phosphorus in plants is
low, growth is arrested, maturity delayed, and roots stunted. Samples were collected in the same
frequency as TOC.
Exceptionally high phosphorus levels were observed in the water quality analysis for the
headwaters of Meetinghouse Creek. The waters at the mouth of Meeilnghouse Creek andAlewife
Creek, along with the waters at the mouth and head of Ligonee Creek indicate slightly higher
levels of phosphorus relative to the other sampling stations.
Coliform Bacteria
Coliform bacteria is an indication of waste product deposition within the Estuary. The
coliforms can originate from many sources including duck farms, waterfowl, or sewage treatment
plant effluent. The coliform bacteria is easily transported via storm water runoff into the Estuary.
Coliforms have a significant impact to the water quality and water-related resources. High levels
of coliform bacteria detection by NYSDEC can temporarily suspend the harvesting of existing
shellfish beds. High coliform detection levels have facilitated beach closings. Water samples
were collected three times from each of the selected tidal creeks to establish baseline conditions.
The mouth waters of West Neck Creek had the highest values of total coliforms. The
head waters of West Neck Creek, Northwest Creek, West Creek, Alewife Creek, and the mouth
waters of Alewife Creek also indicate high levels of Total Coliform. The headwaters of
Northwest Creek, Alewife Creek, Meetinghouse Creek, and Fresh Pond indicate high values of
fecal coliform.
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General Physical Characteristics.
During each site survey, EEA collected a series of basic water quality measurements (e.g.,
temperature, salinity, conductivity, dissolved oxygen, pH, and transparency [Secehi]). Readings
were taken with a Yellow Spring Iustmment (YSI) salinity and S-C-T meter, and a Standard
Secchi disk. All readings were transcribed into a field notebook or standard data sheets. These
data sheets appear in Appendix F. A table of the physical chemistry readings conducted at each
site visit is included in the waterquality section of each creek.
ChloroChvll-a
A good measure of water quality and a reflection of the volume and source of nutrient
loading within a system can be calculated by the level of Chlorophyll-a that was present during
the sampling program of this study. High levels of Chlomphyll-a were good indicators that high
levels of nitrogen are present. The Chlorophyll-a samples were collected in conjunction with
other chemical sampling by utilizing a 6-liter Van Dom bottle. Samples were drawn off into the
appropriate one-liter bottle and placed in a cooler. EEA was required by ChemTech to filter the
samples through a millipore filter with a vacuum pump. The filters containing samples were
frozan and shipped or delivered frozen to the analytical laboratory. CNorophyll-a was analyzed
three times, along with the chemical analyzation.
Stations which indicate high levels of total chlorophyll-a include Ligonee Creek head
waters, Meetinghouse Creek head waters and mouth waters, and Bass Creek head waters.
Relatively low levels were evidem at the mouth and headwaters of Fresh Pond and Northwest
Creek.
2. Bathymetric Survey
The results of the bathymetric survey provide the physical structure of the ten creeks.
Depth of the creeks can be correlated with light extinction, varying subaquatic vegetation (SAV)
communities, and therefore benthic communities. Dredging of these tidal creeks can also greatly
impact the benthic community structure, as the immotile organisms will be displaced along with
the dredge material. The Suffolk County Department of Works files have indicated the recent
dredging history of the ten creeks. Though this is valuable data, dredging may also be done by
private homeowners or businesses, which is not typically recorded data.
Tidal Creek Last Dredged
Fresh Pond Yearly
Northwest Creek 1961/1965/1971
Ligonee Creek Never
Alewife Creek Never
Meetinghouse Creek Spring, 1998
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West Creek 1982/1994/1996
Goose Creek 1995
Bass Creek Never
West Neck Creek Fall, 1998
Little Bay Tributary Never
3. Hydrodynamic Survey
The hydrodynamic survey provided data which was utilized in the analysis of the general
relative health and attributes of each creek. Though general hydrodynamic trends could not be
observed over a 24-hour period, minimum and maximum velocities, vectors, turbidities and
temperatures were calculated and analyzed. These results appear in the results of each creek.
4. Land Use
The results of the land use survey for the ten tidal creeks demonstrated many attributes
which can be correlated to other findings within this study. There was a direct correlation
between watersheds with high development and in-water-uses with high nutrient loads and
stressed benthic communities in some creeks (Meetinghouse Creek and Ligonee Creek). There
was also a direct correlation with relatively low-land-use/development shorelines, encompassed
by salt marsh with nutrient loads which did not appear significantly elevated and relatively stable
benthic communities (Bass Creek, Northwest Creek, and West Creek). Finally, the historic
and/or present use of the watersheds for agricultural purposes was directly correlated with high
nutrient loading (particularly nitrogen compounds), and relatively stressed benthic communities
(West Neck Creek, Meetinghouse Creek and, to a lesser extent, Little Bay Creek). Stress, in this
report is defined as a habitat indicative of change. This change is usually caused by antropogenic
sources. Stressed communities are usually represented by rapid-reproductive, pioneer species, as
opposed to "un-stressed" communities, which would be dominated by more stable species.
5. Wildlife
Incidental occurrences of wildlife were recorded each time a site was visited. In general,
all creeks were found to support species which are common to this region. Any sightings of
endangered, threatened or species of special concern which were observed were documented.
These observations appear in the results of each creek and full tables appear in the field data
sheets (Appendix F).
-11-
+
Grain Size and Macrobenthic Invertebrates
Much can be learned from observing macmbenthic invertebrate communities. Benthic
communities must conform to the overall water and sediment quality. This was determined by
the diversity and abundance of each species. In general, ifa benthic community is represented by
Iow diversity with high abundance, the system is likely to be degraded to some extent (Cerrato,
1983). If the community contains high diversity, with fewer individuals per species, this would
be indicative of a healthy system. Benthic samples for all 10 creeks were taken in July and
December of 1998.
In the laboratory, all macroinvertebrates were removed from the samples and identified to
species level, whenever possible. The oligochaetes, chironomides, nemerteans, anthozoa, and
hydrozoans were distinguished in high taxonomic groupings because of the difficulty associated
with their identification or the small size and scarcity of specimens. All replicate samples were
analyzed from each station for each of the three sampling periods. The benthic analysis was the
major scope of this project and is discussed for each creek and the general conclusions of the
benthic analysis is discussed in the conclusions of this report.
V. RANKING SYSTEM OF TEN TIDAL CREEKS
EEA developed a system where the ten creeks were evaluated, using several parameters,
to develop a ranking system among the creeks. The three main parameters that were utilized for
this ranking system were: water quality, macrobenthic invertebrate densities, and land use.
Though these three were the main parameters, consideration was given to such aspects as
wildlife, hydrography, bathymetry and any other field observations throughout this study. These
parameters were given a value of one through five, which represented a sliding gradient, with a
value of one indicating an oligotrophic system, and a value of five indicating a relatively
eutrophic system. After each of the three parameters were quantified, these values were added
together to assign an overall numerical value to each creek.
Water OualiW Quantification System
The creeks were evaluated with respect to water quality by analyzing the water quality
data and physical chemistry data that was obtained throughout this study. The values were
analyzed relatively to each other, instead of to standard levels.
- 12-
Nutrient Physical Other Rank
Loading Chemistry Parameters (1-5)
(Total Nitrogen, (Salinity, Dissolved (Fecal coliforms, TOC,
Phosphorus, etc.) Oxygen, etc.)
Temperature, pH)
Fresh Pond Creek Average Average Average 2
Northwest Creek Average - Low Average Poor 2
Ligonee Creek High Poor Poor 4
Alewife Creek Low Average Average - Poor 2
Vleetinghouse Creek Very High Poor Poor 5
/Vest Creek High Average Average 3
$oose Creek Average Average Average 3
E~ass Creek Average Average Average 2
~Vest Neck Creek High Average Average - Poor 3
Little Bay Creek Average Average Average 2
The ranking system represents a sliding gradient with a value of 1 indicating an
oligotrophic system, and a value of 5 indicating a eutrophic system. Note: This
ranking system was compiled using very limited monitoring data in some instances.
Macrobenthic Invertebrate Quantification System
The creeks were evaluated for the overall abundance of benthic invertebrates and also the
overall diversity that was observed. The presence or lack of pioneer species was also considered.
Capitella capitata, Ampelisca abdita, oligochaetes, and Streblospio benedicti among others, are
considered pioneer species, which are indicators of a disturbed system, or a system which is
stressed to some degree. An abundance of the above-mentioned pioneer species would indicate a
relatively stressed system, while a high abundance and diversity, but low occurrence of pioneer
species would indicate a relatively unstressed system.
Overall Overall Presence or Rank
Abundance Diversity Lack of (1-5)
Pioneer
Species
- 13-
Fresh Pond Creek Low High Average ='-~ 3
~lorthwest Creek Average - High High Low 1
_igonee Creek Average Average High - Very High 4
~,lewife Creek Low - Average Low - Average Low - Average 3
Meetinghouse Creek Very High Low Very High 5
~/est Creek Average Low Low 2
Goose Creek Low - Average High High 4
Bass Creek High High High 2
West Neck Creek Very High Low Very High 5
Little Bay Creek Low Average High 4
The ranking system represents a sliding gradient with a value of 1 indicating an
oligotrephic system, and a value of 5 indicating a eutrophic system
Land Use Ouantification Svtem
The creeks were evaluated for development density for the land use quantification. Such
attributes as numbers of houses, boats, docks, residential houses, and commercial buildings were
considered.
Development Edge Quality Rank
Density (Agricultural stresses, (1-5)
shoreline hardening,
natural vegetation)
Fresh Pond Creek 1 1 1
Northwest Creek 2 3 3
Ligonee Creek 4 3 4
Alewife Creek 4 3 4
Meetinghouse Creek 5 5 5
West Creek 3 4 4
Goose Creek 4 3 4
Bass Creek 1 1 1
West Neck Creek 4 3 4
Little Bay Creek 1 4 3
-14-
Development Edge Quality :'-'Rank
Density (Agricultural stresses, (1-5)
shoreline hardening,
natural vegetation)
The ranking system represents a sliding gradient witl~ This ranking system represents a
a value of 1 indicating a relatively undeveloped sliding gradient with a value of 1
watershed, and a value of 5 indicating a relativelyindicating a relatively naturally
developed watershed, vegetated watershed (and a
substantial vegetative buffer), and a
value of 5 indicating a watershed
relatively stressed from agriculture
or shoreline hardening (with little or
no natural vegetative buffer)~ etc.
Overall Rankin~ System
Tidal Creek Water Macrobenthic Land Overall
Quality Invertebrate Use Rank
Rank Rank Rank
Fresh Pond 1 3 1 5
Northwest Creek 3 1 2 6
Ligonee Creek 4 4 4 12
Alewife Creek 3 3 4 10
Meetinghouse Creek 5 5 5 15
West Creek 2 2 4 7
Goose Creek 3 4 4 11
:~ass Creek 1 2 1 4
A/est Neck Creek 3 5 4 12
Little Bay Tributary 2 4 3 7
-15-
'The overall rank of the ten creeks is a sum of the 3 parameters used in
evaluation (water quality, macrobenthic invertebrates and land use). The
overall rank represents a sliding gradient, with a rank of 1-5 indicating a
relatively "good" creek, a rank of 6-10 representing a relatively "fair" creek, and
a rank of 11-15 representing a relatively "poor" creek.
VI. RESULTS OF TEN TIDAL CREEKS
Fresh Pond
Fresh Pond is located along the southwest comer of Napeague Bay within the Town of
East Hampton. Fresh Pond is a relatively small (approximately 18 acres) impoundmem attached
to Napeague Bay by a long (approximately 300 foot east/west), narrow (20 to 25 foot
north/south) stream channel. Both areas are extremely shallow, with an average depth of 0.5 to
1.5 feet. The inlet to Fresh Pond is open and has been dredged yearly by the town to facilitate
tidal flushing. The entire area of Fresh Pond is uncertified year-round. The stream channel
consists primarily of medium coarse sand, while the pond is dominated by fine grain silts. No
sub-aquatic vegetation was present in the stream channel. The pond was completely dominated
by widgeongrass (Ruppia maritima). Salinities within the fresh pond system averaged 24.8 parts
per thousand (ppt) with a range of 21.9 to 27.6 ppt. In general, the pond was surrounded by a
mixed deciduous evergreen forest with a mixture of oaks and pitch pines (t'inus rigida). The
shoreline was fringed with emergent vegetation, mostly saltmarsh cordgrass (Spartina
alterniflora), salt meadow cordgrass ($partina patens), common reed (£hragmites australis) and
groundsel tree (Baccharis halimifolia).
Fresh pond was surveyed from September 30, 1997 to November 14, 1997 for the
hydrodynamic survey; on December 4, 1997 and July 14, 1998 for macrobenthic invertebrates;
June 9, July 30th and September 21, 1998 for water quality analysis; April 25, 1998 for
bathymetry; and in July of 1998 for physical chemistry (P-them) analysis. The following
sections report the results of each discipline.
1. Water Quality
Fresh Pond has a restricted outlet, which closes naturally during significant storm evems.
This outlet is re-opened via an excavator. The NYSDEC has classified Fresh Pond as uncertified
for shellfishing year-round. The discharge from Fresh Pond is an actual, direct pollution source
to Napeague Bay. The water quality analysis of Fresh Pond for this study show relatively low
levels of ammonia, nitrogen, total chlorophyll-a, and phosphorus. The water quality analysis of
Fresh Pond did indicate relatively high levels of total and fecal coliforms in the sampling
conducted in June of 1998.
- 16-
The physical chemismy data analysis of Fresh Pond indicate relatively high ~alinlty levels
(over 30 ppm), which was expected given the tidal flushing of this creek. The physical chemistry
field data analysis is presented below:
Date Location Depth Surface Bottom Su~ce Bottom I
(inches) Dissolved Dissolved Salinity Salinity ~
Oxygen Oxygen (rog/I)(ppm) (ppm)
(mg/I)
9/10/97 Mouth 18.00 30,00
7/14/98 Head 2.00 6.60 6.60 37.20 37.20
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
9/10/97 Mouth 21.80 43,47 8.00
7/14/98 Head 23.10 23.10 37.20 37.20 7.80
2. Bathymetric Survey
Fresh Pond is a uniformly shallow body of water connected to Napeague Bay by a
narrow stream channel. The average water depth is 0.3 to 1.8 feet at mean low water.
3. Hydrodynamic Survey
Based on the results of the hydrodynamic survey conducted by EEA and numerous tidal
studies conducted by the East Hampton Town Natural Resources Department, the tidal cycle is
relatively normal with two ebb tides and two flood tides a day. The only anomaly is a slight
interruption in the ebb tide as the flood tide begins to come in and backs it up (EHTNRD 1998).
The current meter was deployed at the northeast comer of the pond. The current pattern
within the pond appears to be variable and more influenced by the wind direction than the tidal
cycle. Velocity with the pond are fairly weak with a maximin of 21.8 cm/sec observed on
September 31, 1997. The average direction was 155 degrees, south south-east, the average
velocity was 3.11 cm/sec. The current dropped to near zero on the slack water, as expected.
-17-
4. Land Use
Fresh Pond is in the Town of East Hampton, appmximately 1.25 miles north of Montauk
Highway. Fresh Pond Road runs along the southern portion of the pond. There are several
houses across the road fi.om the woods bordering this secluded and nearly pristine pond. At the
end of Fresh Pond Road, approximately 20 yards fi.om the shoreline, there is a rest facility, with a
one-acre hard surface parking lot, a phone, and two restrooms. There are low density, single-
family residential communities to the south, west and north.
Fresh Pond has a surface area of approximately 20 acres, and a length, from tidal creek
mouth to the pond's westernmost point, of Va mile. It is almost completely surrounded by
vegetation, including common reed, deciduous and evergreen trees, and shrubs. In certain areas
along the creek's edge near the mouth, the reeds are fifteen feet deep.
This tidal creek flows east into Napeague Bay. An estimated 150 yards east of the creek's
mouth, approximately fifteen houses line the bay, some with docks. Approximately .75 mile
north of the creek's mouth, there are a few houses and docks among the open space, dunes, and
bluffs that border Napeague Bay. Napeague State Park is located approximately six miles
southeast of Fresh Pond. Approximately 1 mile southwest of the pond is the South Fork Country
Club.
The area surrounding Fresh Pond is best described as a forested residential area~ A small
town park, with restroom facilities and what appeared to be a septic system, can be found along
the south side of the mouth. The park appears to receive limited usage by small family groups.
The interior of the system is surrounded by forest with no road ends or other potential stormwater
runoff sources available. Therefore, it would appear that there is little contributed to Fresh Pond
from land use activities.
5. Wildlife
Various species of finflsh, in particular bait species such as Atlantic silverside (Menida
menida), sand lance (Ammodytes americana), killifishes (Fundulus heteroclitus, F. majalis, ~
Diaphanus and Cyprinodon variegatus) and white mullet (Mugel curema) appeared to be
extremely abundant at times. Associated with the bait fish, in particular during September and
October, were large schools of juvenile "snapper" bluefish (Pomatomus saltatrix). Also evident
in the system were numbers of young-of-year (YOY) winter flounder (Pleuronectes arnericanus).
Large numbers of water-related avian species, such as the osprey (Pandion haliaetus),
belted kingfisher (Megaceryle alcyon), great blue heron (Ardea herodias), green heron (Butorides
striatus), great egret (Casmerodius albus), and snowy egret (Egretta thula) were commonly seen.
Many passerine species were often heard calling from the adjacent shoreline or forest.
-18-
- 'S6me of the more common species included, but not limited to, the bluejay (Cydnoditt~ cristata),
black capped chickadee (Parus atricapillus), gray catbird (Durnetella carolinensis), American
goldfinch (Garduelis tristis), common flicker (Colaptes auratus), and American crow (Corvus
brachyrhynchos).
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed two distinctly different
communities. Those present at the head of the creek reflected a community most typically
associated with silty frae grain sediments, while those at the mouth were clearly different,
indicating a coarser grained sand.
In July, there was a total of 61 benthic organisms observed at the mouth of Fresh Pond.
Aunelids comprised over 95% ofthase organisms. In December, there was a total of 34 benthic
organisms observed at the mouth of Fresh Pond. Nemertean worms comprised over 40% of this
grab sample.
In July, them was a total of 345 benthic organisms observed at the head of Fresh Pond.
Annelids comprised almost 80% of these organisms, and Mollusks comprised approximately
15%. In December, there was a total of 73 benthic organisms observed at the head of Fresh
Pond· Annelids comprised over 65% of these organisms.
The benthic community found at the head of the creek in December was dominated by
both Annelids (Streblospio benedicn) and a grouping of miscellaneous organisms, which have
been defined in this report as "Other" (Molgula manhattensis). At the head of the Fresh Pond in
July, Annelids were dominant with Hypaniola grayi, and to a lesser extent, oligochaeta.
The benthic community found at the mouth of Fresh Pond in December was dominated
by Nemertean worms, and in July, the mouth community was dominated by Annelids
(Streblospio benedicti).
· B. Northwest Creek
Northwest Creek is immediately adjacent to Northwest Harbor which drains into
Gardiners Bay. Northwest Creek is solely located within the Town of East Hampton. Northwest
Creek is a relatively long (approximately 1.3 miles) and narrow (an average 1,250 feet) estuary
occupying approximately 140 acres. The inlet connecting Northwest Creek to Northwest Harbor
is extremely narrow (less than 100 feet across). Northwest Creek is fed tidally by this inlet which
is maintained by the county, but has not been dredged since 1971.
The environment associated with the head of Northwest Creek was much shallower than
the mouth, with a mean depth of S.0 feet compared to areas of less than 1 foot. There was no
-19-
- -apparent SAV observed while sampling in Northwest Creek. The vast majority'Bf th-eshoreline
is fringed by an expansive intertidal marsh dominated by saltmarsh cordgrass. Beydnd the marsh
is an oak/pine forest. The remaining portion of the creek shoreline COl~taln~ a small stretch of
beach (approximately 240 l.f.). Salirdties within the creek system averaged 26.5 ppt, ranging
fi:om 24.1 to 28.8 ppt with little variation between the mouth and head.
In general, the entire system is extremely shallow, with an average depth of 3.0 to 4.0
feet. The deepest areas are at the mouth and northeast comer where a mooring field is located.
The depths in the northeast comer of the creek exceed 10 feet in some areas. The vast majority
of the Northwest Creek substrate consisted of silty fine grain material with the exception of the
mouth and mooring area which is mostly medium sands.
Northwest Creek was surveyed fi:om September 9, 1998 to September 16, 1998 for the
hydrodynamic survey, on December 4, 1997 and July 14, 1998 for marcrobenthic invertebrates,
June 9, July 30~, and September 21, 1998 for water quality, April 24, 1998 for bathymeay, and
in July of 1998 for physical chemistry analysis. The following sections report the results of each
discipline.
1. Water Quality
The shellfish resource of Northwest Creek is considered moderate to large, according to
NYSDEC. NYSDEC has classified Northwest Creek as uncertified for shellfishing. Northwest
Harbor has numerous freshwater feeds in addition to sizeable undefflow and shore seep
contributions. Tests by the NYSDEC of the waters of Northwest Creek for coliforms after
storms suggest that it may develop water quality problems if steps are not taken to abate coliform
sources. The coliform sources are presumed to be fi:om septics situated in the water table
approximate to creek waters. The water quality analysis of Northwest Creek for this study
indicate relatively low levels of phosphorus and nitrogen for the samples taken during this study.
The headwaters of Northwest Creek indicate relatively high levels of total and fecal coliforms.
The water quality of Northwest Creek indicated that it may be a stressed system. This is believed
to be a function of flushing coupled with meteorological conditions.
The physical chemistry field data analysis appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(rog/I) (mg/I)
7/14/98 Head 36 7.4 7.8 22.9 24.7
7/14/98 Mouth 24 6.9 7 26.6 26.6
- 20 -
'. Date Location Surface Bottom Surface Bottom
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
7/14/98 Head 25.6 25.3 38 39,1 6.7
7/14/98 Mouth 24.7 24.8 41.3 41.3 7.8
2. Bathymetric Survey
Northwest Creek is uniformly shallow throughout with an average depth of 3.0 to 4.0
feet. The only exceptions are the narrow inlet and body mooring area where the water depth
averages 8.0 feet deep. The creek channel is maintained by dredging conducted by Suffolk
County Department of Public Works (SCDPW). However, SCDPW files indicate that this creek
has not been dredged for over ten years.
3. Hydrodynamic Survey
Based on the results of the hydrodyllamic survey, as well as regular observations
conducted by EEA and numerous tidal studies conducted by the East Hampton Town Natural
Resources Department, the tidal cycle is relatively normal with two ebb tides and two flood tides
in a twenty-four hour period. The tidal height in Northwest Creek on average is 3.0 feet above
mean low water. This is reported by the computer program "Tides and Currents for Windows
1995" and confirmed by field sampling conducted by EHTNRD.
The current meter was deployed at the end of Northwest Landing Road. The current
pattern within the creek appears to be variable, possibly more influenced by the wind direction
than a predictable ebb and flood current pattern. The average direction of the current was
recorded as 130 degrees, east south-east. Velocities within the creek were fairly weak with a
maximum velocity of 9.9 cra/sec. The average velocity was 2.42 cra/sec. As expected, velocities
dropped out to near zero on the slack water. The hydrodynamic survey was studied from a first
quarter moon to a full moon.
4. Land Use
Northwest Creek is located in East Hampton, approximately 2.25 miles from the Village
of Sag Harbor. It is approximately 1.5 miles long, with an estimated surface area of 183 acres.
Northwest Harbor Park (County) surrounds the majority of Northwest Creek. The creek's natural
surroundings consist of vegetation, including wetlands, deciduous and evergreen trees, and some
sandy beach. The mouth of the creek meets Northwest Harbor. Northwest Landing Road runs
east of the creek and ends approximately 1/8 mile from the creek mouth. A boat rental house and
-21 -
~ bulkhead/parking lot with approximately 20 boat moorings border the creek at'the-~nd of
Northwest Landing Road. Single-family residential dwellings line this road. Northeast of the
creek is anew York State Environmental Conservation Area encompassing 1,100 sr. Sag
Harbor Golf Club is approximately 1,000 feet west of the creek.
Approximately 80 percent of the shoreline associated with Northwest Creek was intertidal
saltmarsh. Only a very small portion of the northeast shoreline was bulkheaded, approximately
840 linear feet in front of nine houses, with 11 shorefront lots. Also associated with the northeast
comer of the creek was a small mooring field which is maintained by Town Trustees. Northwest
Creek is completely surrounded by the Northwest Harbor Co. Park. Immediately adjacent to the
west of the park and the creek is the Barcelona Neck/Sag Harbor Golf Club.
5. Wildlife
Observation of fish, given the large size of the system, was somewhat difficult, although
the presence of schools ofbaitfish, in particular the Atlantic silverside and Atlantic menhaden
(Brevoortia tyrannus) and large schools of juvenile bluefish were present during September and
October.
As with Fresh Pond, shore birds or water dependent birds were abundant in the Northwest
Creek. This includes the belted kingfisher, great egret, and snowy egret, as well as passerines
such as the northern mockingbird (Mirnuspolyglottos), mourning dove (Zenaida rnacroura) and
house sparrow (Passer domesticus) as well as others based on the available habitat.
Larger megabenthic invertebrates such as fiddler crabs (Uca Sp.), green crabs (Carcinus
rnaenas) and ribbed mussels (Geukensia dernissus) were present along the shoreline.
6. Macrobenthic Invertebmtas
The results of the macrobenthic sampling program revealed two distinctly different
communities. Those present at the head of the creek reflected a community most typically
associated with silty fmc grain sediment, while those at the mouth were clearly different
indicating a medium/coarse grained sand.
In July, there was a total of 53 benthic organisms observed at the mouth of Northwest
Creek. Nemertean worms comprised nearly 60% of these grabs, and Annelids comprised over
30% of these organisms. In December, there was a total of 126 benthic organisms observed at
the mouth of Northwest Creek. Annelids comprised over 40% of these organisms, and
Arthropods comprised approximately 30%.
In July, there was a total of 409 benthic organisms observed at the head of Northwest
- 22 -
~Cmek. Annelids comprised over 65% of these organisms, and Arthropods com'pris-ed~
approximately 25%. In December, there was a total of 382 benthic organisms observed at the
head of Northwest Creek. Annelids comprised over 50% of these organisms, Arthropods
comprised approximately 40%. The benthic community found at the head of the creek in July
was dominated by Annelids (with significant abundance ofNeanthes succinea and Mediornastus
ambieseta). In December, the head of the creek was also dominated by Annelids (again with an
abundance of Neanthes succinea, and also Scolecolepides viridis and Hypaniola grayi). In the
mouth in July, the benthic community was dominated by Nemertean worms, and to a lesser
extent, the Annelids (abundances ofPolygordius triestinus were observed). The mouth in
December was again dominated by Annelids, with abundances of Paraonisfulgens and
Haploscopoplos rubustus.
C. Ligonee Creek
Ligonee Creek is located in the southwest comer of the upper Sag Harbor Cove entirely
located within the Town of Southampton. Ligonee Creek is a long (2,800 feet) east to west and
narrow (average width approximately 200 feet) north to south body of water approximately 13
acres in size. The sediments associated with the bottom of the creek uniformly consists of a silty
f'me grain material from the mouth to the head. No sub-aquatic vegetation was evident
throughout the study period. In general, salinities were somewhat higher at the mouth (average
26.7 ppt) and lower at the head (average 17.3 ppt). This can be attributed to a six inch layer of
freshwater (0.6 ppt) on the surface at the head of the creek during low fide. Bottom salinities
were more uniform. The shoreline of Ligonee Creek was mostly developed or channelized. A
narrow band of intertidal and high marsh can be found on the north and south shores, primarily at
the mouth, with saltmarsh cordgrass and the groundsel tree compromising the bulk of the
vegetation. Ligonee Creek was chosen for this study, in park due to the substantial plume of
organic contaminants from the former Rowe Industries site which discharges into the creek.
Ligonee Creek was surveyed for the hydrodynamic study from August 25, 1998 to August
26, 1998, for macrobenthic invertebrates on December 4, 1997 and July 6, 1998, for water
quality analysis on June 9, July 30, and September 21, 1998, on July 28, 1998 for bathymettaj,
and in July of 1998 for physical chemistry analysis. The following sections report the results of
each analysis.
1. Water Quality
There is the potential for freshwater input from a few small ponds located in Ligonee
Brook. The waters of Ligonee Creek have been closed to shellfishing by the NYSDEC. The
water quality analysis of Ligonee Creek indicate relatively high levels of ammonia, total
chlorophyll-a, phosphorus, and nitrogen.
- 23 -
' - - ~ ' The physical chemistry of Ligonee Creek indicate relatively low levels of salinity. The
physical chemistry field data analysis appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(rog/I) (rog/I)
7/6/98 Head 32.4 5.1 3.3 17.8 19.7
7/6/98 Mouth 42 5,5 6.7 22 23,5
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
7/6/98 Head 21.6 24.9 28.4 34.5 6
7/6/98 Mouth 25.5 26 30.8 38.5 6,5
2. Bathymetric Survey
Ligonee Creek, unlike the previously discussed creeks, is deeper with a central channel.
There is no recent record of dredging occurring in the creek. The station located at the mouth of
the creek is considerably deeper than the head of the creek with a depth of 2.5 feet. The head of
the creek is a dead end cul de sac and extremely shallow, with a depth of 0 to 1.0 feet. No boat
traffic or piers exist in the upper 300 feet of the creek.
3. Hydrodynamic Study
The current meter was deployed at the end of East Cove Road. The results of the
hydrodynamic study indicate that a nearly normal ebb and current exist within Ligonee Creek,
although currents remain fairly weak, peaking at 5.5 cra/second and dropping out to near zero
during slack water periods. Based on the field observation in conjunction with the tides and
current program, it does appear the typical ebb and flood fide pattern exists within the creek. The
average mean high tide in the Ligonee Creek is 3.0 feet above mean low water. The average
direction of the current was 266 degrees west south-west. The average velocity was 3.1 cm/sec.
The hydrodynamic study ended on a new moon.
- 24 -
- · 4. Land Use ~'~-'
Ligonee Creek is located in Southampton, approximately ½ mile fi.om the Village of Sag
Harbor. It is approximately 20-25 acres in surface area An estimated 55 percent of this 3/4 mile
long creek is lined with single family residences, docks; and moorings. A majority of the
residences have maintained lawns. The rest of the creek is vegetated with reeds, wetlands, and
trees. The creek spills into Sag Harbor Cove to the north, and to the east through The Little
Narrows passageway to Morris Cove and Upper Sag Harbor Cove. These embayments also have
houses and docks along their borders.
There are several ponds south of Ligonee Creek. They are Round Pond, Long Pond, and
Crooked Pond. They are set back fi.om the main roads that run parallel to them. The majority of
the land surrounding these ponds is vegetated with deciduous woods and shrubs.
Ligonee Creek has one of the more developed shorelines of the tidal creeks surveyed.
The entire shoreline is lined with 34 residential dwellings on the south shore, and four on Long
Point. Most of the houses have a small dock and pier complex with a small to medium sized
powerboat. A very small percentage of the shoreline is bulkheaded.
5. Wildlife
The presence of fmfish utilizing Ligonee Creek was not overly evident. The surface
activity of feeding fish appeared within the creek. Avian species, mostly evident within the
creek, were the mallard duck (Anasplatyrhynchos), along with the great egret, belted kingfisher,
and passerine species (e.g., gray catbird and white-tkroated sparrow) which utilize the shoreline.
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program indicate that there is little difference
between the benthic community found at the head and mouth of the creek. This is, in part, due to
the similarity in grain size between the two stations. Grain size at the mouth was 93 percent
sand, and 80 percent sand at the head.
In July, there was a total of three benthic organisms observed at the mouth of Ligonee
Creek. These three organisms were all Annelids. In December, there was a total of 335 benthic
organisms observed at the mouth of Ligonee Creek. Annelids comprised over 40% of these
organisms, and Arthropods comprised approximately 30%.
In July, there was a total of 53 benthic organisms observed at the head of Ligonee Creek.
Annelids comprised over 75% of these organisms, and Arthropods comprised approximately
15%. In December, there was a total of211 benthic organisms observed at the head of Ligonee
Creek. Annelids comprised over 90% of these organisms.
- 25 -
~ At the head of the creek in July, Annelids (with a significant abundance of
Haploscopoplos rubustus) were the dominant organism. In December at the head, the Annelids
were again the dominant organism, with an abundance of Capitella capitata and Streblospio
benedicti (to a lesser extent). At the mouth of the creek, Annelids were the dominant organism
discovered in both December and July. In December, significant abundances of Capitella
capitata and Streblospio benedicti were again observed. Mollusks were represented by a
si~tmificant abundance of Hydrobia rninuta.
The shallow water shellfish survey (April 1998) conducted by the Col-nell Cooperative
Extension, had a sampling location in close proximity to EEA's benthic station at the mouth of
the creek. The results of this survey indicated that a substantial population of hard clam
(Mercenaria mercenaria) was present, with numbers of 8.67 clams/9.29 m2 found at this
location.
D. Alewife Creek
Alewife Creek is located at the southern end of North Sea Harbor and is connected to Big
Fish Pond to the south and is totally located within the Town of Southampton. Alewife Creek is
one of the smallest tidal creeks surveyed, approximately six acres in size. The portion of the
creek that was studied for this project is long, approximately 2,600 feet (north to south) and
narrow (east to west), with an average width of approximately 100 feet. The shoreline of
Alewife Creek is heavily developed with both residential housing, private power boats and docks
and two large-scale public marinas. Small patches of intertidal and high marsh (mostly saltmarsh
cordgrass and groundsel tree) are present along the east and west shores. The sediments
associated with Alewife Creek are almost entirely comprised of fine grain silts with no sub-
aquatic vegetation present. Salinifies varied greatly at Alewife Creek with an overall average of
20.7 ppt. Salinifies at the mouth were the highest, averaging 26.5 ppt and lowest at the head,
averaging 14.9 ppt. A narrow six-inch layer of freshwater (0.4 ppt) could be found floating
above higher salinity levels at low tide.
Alewife Creek was surveyed f~om August 24, 1998 to August 25, 1998 for the
hydrodynamic survey, on December 4, 1997 and July 6, 1998 for macrobenthic invertebrates,
June 9, July 30 and September 21, 1998 for water quality analysis, April 24,1998 for bathymetry,
and in July of 1998 for physical chemistry analysis. The following sections report on the results
of each discipline.
- 26 -
1. Water Quality
Water quality at Alewife Creek has been identified as a problem by the NYSDEC, and the
creek is closed to shellfishing on a year-round basis. Tidal flushing of the creek is poor, and the
creek itself can actually be considered a pollution source. NYSDEC tests have shown high
coliform counts, which may be due to freshwater input from Big Fresh Pond. The water quality
analysis of Alewife Creek for this study indicated relatively high levels of nitrogen, total and
fecal coliforms, and phosphorus.
The physical chemistry field data analysis appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (pprn) (ppm)
(rog/I) (mg/I)
7/14/98 Mouth 120 8.43 7 25,1 26
7/14198 Head 24 7,97 6.5 18.3 24.2
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity ~ Conductivity
(C) (C) (ms) (ms)
7/14/98 Mouth 25.8 25.3 40.12 40.92 8.1
7/14/98 Head 25.2 25.3 34.6 37.84 6.9
2. Bathymetric Survey
Alewife Creek is deepest at the mouth with a central channel running most of the creek.
This channel appears to be maintained to permit the passage of vessels up and down the creek.
The Department of Public Works has never dredged this creek. This channel has an average
depth of approxlmately 5 feet. Only the upper 200 feet of the creek are not maintained, very
shallow and mostly silted in. The depth of this portion of the creek are approximately 1 to 3 feet
deep, with small depressions of up to 8 feet deep.
3. Hydrodynamic Survey
The current meter was deployed in Alewife Creek, across the street from the intersection
of North Sea Road and Conscience Point Road. Based upon the results of the hydrodynamic
survey, there appears to be a consistent ebb/flood pattern. This is in pm based on the long
narrow dimensions of the creek. The currents have an average velocity of 2.67 cm/second, with a
- 27 -
' ~ ' ~nhximarn of 4.27 cra/sec and travel in an east northeast (66 degrees) direction. The'--"
hydrodynamic survey ended six days before a fa'st quarter moon.
4. Land Use
Alewife Creek is located in Southampton, approximately 3.5 miles north of the Village of
Southampton. It is estimated to be 15 acres in surface area. Alewife Creek is a tributary of North
Sea Harbor, a bay on the north shore of the south fork of Long Island that has a connection to
Little Peconic Bay. North of the creek, on the northwest side of North Sea Harbor, is Conscience
Point National Wildlife Refuge. An estimated 65 percent of the creek's narrow, ½ mile long
water~ont is developed, mostly with single-family residences, docks, bulkheads, and two
marinas.
Single-family residences dot the eastern shore of North Sea Harbor. Towd Point Road
runs along the northeast section of North Sea Harbor. A bridge on this road crosses over another
tributary called Davis Creek. Wetland vegetation covers 95 percent of this creek. There is a
bulkhead on the harbor side near the end of Towd Point Road. Conscience Point National
Wildlife Refuge borders 25 percent of the western side of North Sea Harbor.
Alewife Creek is one of the most highly utilized waterways surveyed during this study.
Located on the creek are two marinas with more than one hundred powerboats and assorted
recreational vessels. With the exception of a small portion of the head of Alewife Creek, the
entire shoreline is bordered by residential homes (24 on the eastern shore, 7 on the western
shore), bulkheaded or two large public marinas.
5. Wildlife
The headwaters of Alewife Creek were noted to contain large schools of bait fish, in
particular, Atlantic silversides, several killifish species, and juvenile bluefish during September
and October. Numbers of bluefish did not appear as high in Alewife Creek as other creeks.
Alewife Creek is noted for historically supporting a migratory run of Alewife herring (Alosa
pseudoharengus), and anadromous species that would spawn in the waters of Big Fish Pond.
Spawning typically occurs when the water temperature reaches 55 to 600 F, sometime during
April or May of each year.
Avian fauna observed utilizing the waters of Alewife Creek included the kingfisher,
egrets, herons, and mallard ducks, in addition to the common tern (Sterna hirundo), herring gull
(Larus argentatus) and double-crested cormorant (Phalocrocorax auritus).
Although the amount of shoreline vegetation is extremely limited, species such as
saltmarsh cordgrass, common reed, and the groundsel tree are present along with black locust
-28 -
' ~ -(Robiniapseudo-acacia), black cherry (Prunus serotina), and common three-square(Scirpus
pungens) present at the head of the creek.
6. Macrobenthic Invertebrates
The results of the marcrobenthic sampling program revealed two distinctly different
communities. Those present at the head of the creek reflected a community most typically
associated with silty fine grain materials. Conditions at the head of the creek also were
represented by extremely shallow water at low tide (0.5 fee0 and widely fluctuating salinities
(0.4. ppt on the surface and 16.0 ppt on the bottom at low tide to 26.4 ppt on the surface and 27.6
ppt on the bottom at high tide).
In July, there was a total of 259 benthic organisms observed at the mouth of Alewife
Creek. Annelids comprised over 80% of these grabs. In December, there was a total of 229
benthic organisms observed at the mouth of Alewife Creek. Annelids comprised over 60% of
these organisms, and Arthropods comprised approximately 35%.
In July, no benthic organisms were observed at the head of Alewife Creek. In December,
there was a total of 89 benthic organisms observed at the head of Alewife Creek. Annelids
comprised over 60% of these organisms, and Mollusks comprised over 30%.
The benthic comrmlnity found at the head of the creek was dominated by polychaete
worms. Also observed was the Mollusk, Nassarius obsoletus. Conditions at the mouth of the
creek were considerably more stable in terms of both depth and salixfity. The sediments
contained a higher percentage of medium sands along with the silty fines. At the mouth of the
creek in July, the Annelids were the dominant organism (with a large amount of Streblospio
benedicti observed). To a lesser extent, Mollusks were observed (represented by Nassarius
obsoletus). In December, Streblospio benedicti were again abundant, as was Cap#ella capitata,
and the Arthropod I, eptocheirus plurnolosus.
E. Meetinghouse Creek
Meetinghouse Creek is the western-most creek surveyed, located in the northwest comer
of Flanders Bay within the Town of Riverhead. Meetinghouse Creek is a medium sized creek of
approximately 30+ acres, and is the most developed of all the tidal creeks surveyed. The Creek
is approximately 3,400 feet long north to south and 375 feet wide east to west on average. The
east side of the creek is the most heavily developed, while the west side still contains a
significant amount of intertidal and high marsh. The species composition is similar to the other
creeks surveyed with salt marsh cordgrass and groundsel tree.
Salinities varied from the head of the creek with an overall salinity of 21.1 ppt. Salinities
- 29 -
~at'the head averaged 18.3 ppt and 23.8 ppt at the mouth. The headwaters of Meetin-ghouse
Creek; a formerly connected tidal wetlands, drain through an active Long Island duck farm. A
noticeable freshwater layer was observed floating on top of the saltier water. Water depths
throughout the creek are maintained at a uniform depth of 6 to 8 feet. Meetinghouse Creek has
been cited by SCDHS as contributing a significant nutrient load to the Peconic Estuary system,
and is under further investigation.
Meetinghouse Creek was surveyed from August 17, 1998 to August 18, 1998 for the
hydrodynamic study, on December 5, 1997 and July 6, 1998 for macrobenthic invertebrates, June
11, July 30, and September 21, 1998 for water quality analysis, April 21, 1998 for bathymetric
data and in July of 1998 for physical chemistty analysis. The following sections report the
results of each discipline.
1. Water Quality
The NYSDEC reports that total coliform counts reached 2501 mpn/100 ml on August
12, 1994. Fecal coliforms reached 460 mpn/100mi on the same day. The water quality analysis
of Meetinghouse Creek for this study indicate that these waters are the most nutrient rich of all
the mpn/100mi on August 12, eport. Relatively extremely high levels of nitrogen, ammonia,
phosphorus, and total chlorophyll-a were discovered. Total and fecal coliform levels were
relatively average or slightly higher than the other creeks sampled in this study.
The physical chemistry analysis indicated relatively high levels of dissolved oxygen, at
the surface waters and relatively low levels of dissolved oxygen at the bottom waters. The
physical chemislxy field data analysis appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(mg/I) (rog/I)
7/16/98 Head 24 12.5 3.5 15 21.6
7/16/98 Mouth 108 13.9 4.1 20.8 23.8
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
7/16198 Head 22.8 24 28.5 33.5 6.8
7/16/98 Mouth 25.9 24.9 33.5 36.9 8.6
- 30 -
Bathyme~c Survey
The depth of Meetinghouse Creek is maintained by regular dredging to provide access to
the creek for recreational and commemial vessels. The Deparanent of Public Works last dredged
this creek in the Spring of 1998. The average depth for the main channel is 8.5 feet. The very
head of the creek in the vicinity of the macrobenthic station is only approximately two feet at
mean low water. This station is north of the marinas and boat traffic.
3. Hydrodynamic Survey
The current meter was deployed north of the end of Harbor Road (along Beach Ave.)
Based upon the results of EEA's current meter deployment and hydrological studies conducted
by the Suffolk County Depatlment of Health Services, it was apparent that Meetinghouse Creek
is receiving fresh water influx from a large drainage area. This was confirmed by Iow salinity
readings collected during various surveys. Given the larger size and narrow corridor associated
with Meetinghouse Creek, the likelihood of a wind driven system is unlikely. This is evident by
the data collected. It appears that, based on the data collected, regular tidal regime consists of
two floods and two ebbs over a twenty-four hour period. The average velocity was recorded as
4.34 cm/sec, with a maxlrmun of 12.2 cra/sec. The average direction of the current was
determined to be 90.8 degrees, east southeast. The hydrodynamic survey ended three days before
a new moon.
4. Land Use
Meetinghouse Creek is located in Riverhead. It's approximate 51- acre surface area
makes it one of the largest of the ten creeks. Approximately 1.25 miles long, Meetinghouse
Creek's banks are lined with single-family residences and docks, a marina, and a restaurant.
Crescent Duck Farm (a.k.a. Corwin's Duck Farm) is on Edgar Avenue northwest of the creek;
several commercial facilities, including two auto body shops, are within 1/8-1/4 mile of the
creek. Meetinghouse Creek Park is located near the headwaters of the creek. Voss Docking and
Storage facility is northeast of the head of the creek. The remainder of Edgar Avenue property
between Hubbard Avenue and Main Road consists of houses, approximately 1/2-1 acre each. An
elementary school is on the northwest comer of Main Avenue and Edgar Avenue. The LIRR train
tracks are perpendicular to the creek. A sheet metal workshop is on Hubbard Avenue across from
the tracks.
Meetinghouse Creek Road hms along the east side of the creek. Larry's Lighthouse
Marina and Meetinghouse Creek Inn Restaurant are on the creek side of this road. Tiffs road is
lined with houses to the end, where the creek meets Flanders Bay. Indian Island County Park is
southwest of the creek mouth, so there is no development in that area. The creek is
approximately 30 percent vegetated with trees, reeds, and wetlands. Overlook Drive runs along
the west side of the creek. This is a narrow dirt road, which has no sign and is approximately ¥2
mile long. It is more secluded than the roads on the creek's east side. There is swamp and
-31 -
- ~vooded land on the west side of this road for the northern half of its length, and fiou~'S' line the
east siffe along the creek. The southern half has houses on both sides.
Aquebogue Cemetery and woodlands are on Main Road near the creek's headwaters.
Crystal Pine Estates is a new community being developed north of the creek. Swamps and vacant
wooded land along Main Road engulf the head of the creek.
The shoreline of Meetinghouse Creek is highly developed by two large marinas and
numerous residential development with bulkheaded shore and private docks. In excess of 200
power boats were observed utilizing the waters of Meetinghouse Creek. The headwaters and
associated drainage basins of Meetinghouse Creek are heavily utilized by agriculture.
5. Wildlife
Although not readily visible, it must be assumed that large schools of bait fish are present
in Meetinghouse Creek. This is based on the large schools of juvenile bluefish observed feeding
in the creek during September and October. Also, based on anecdotal information, a harvestable
number of oyster toadfish (Opsanus tau) exist within the creek.
Large numbers of waterfowl were observed utilizing the creek during the various surveys.
These would include mallard, black duck, buffiehead (Bucephala albeola), mute swan (Cygnus
olor), as well as gulls and terns, such as the herring gull, greater black-backed (£arus raarinus),
common tern and least tern (Sterna albifrons), belted kingfisher and numerous barn swallows
(Hirundo rustica) and a small nesting colony of purple martins (Progne subis). Numerous hybrid
duck (e.g., mallard, whitedomestic), were present in the creek at all observation periods.
Passerine species appeared to be limited to those typically found in urban environments
(e.g., house sparrow and starlings).
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed that both the benthic
communities, those at the head and mouth, were extremely similar. The sediment grain size
analysis indicated that both areas were similar, containing mostly a muddy fine sand substrate.
In July, there was a total of 470 benthic organisms observed at the mouth of
Meetinghouse Creek. Annelids comprised over 50% of these grabs, and Arthropods comprised
over 40%. In December, there was a total of 1679 benthic organisms observed at the mouth of
Meetinghouse Creek. Arthropods comprised almost 80% of these organisms, and Annelids
comprised approximately 20%.
In July, there was a total of 51 $ benthic organisms observed at the head of Meetinghouse
- 32 -
- ~feek. Arthropods comprised almost 75% of these grabs, and Aunelids comprised almost 25%.
In December, there was a total of 148 benthic organisms observed at the head of Meetinghouse
Creek. Aunelids comprised almost 80% of these organisms, and Arthropods comprised over
20%.
At both locations, the most abundant organisms was the amphipod Ampelisca abdita.
This made the arthropods the dominant group. The polychaete worm were the next most
abundant group, with a large abundance ofMediomastus arnbieseta observed.
F. West Creek
West Creek is located on the south side of the north fork and drains into the Great
Peconic Bay, and is solely located within the Town of Southold. West Creek is fairly small at
approximately 55 acres and resembles a pond rather than a creek. The inlet connecting West
Creek to Great Peconic Bay is long and narrow, approximately 1,200 feet by 150 feet.
The entire shoreline is buffered by an intertidal marsh system. Along the east side, the
marsh is mostly common reed which separates the creek and Grathwohl Road by approximately
50 feet. To the west, a salmaarsh cordgrass marsh separates the creek fxom the North Fork
Country Club. The headwaters of the creek flow through an intertidal marsh dominated by the
common reed. Salinities va~ very little within the creek. The average salinity at the head station
was 26.1 ppt and 27.1 ppt at the mouth. No evidence of fxeshwater flow was observed within the
creek. West Creek is extremely shallow with an average depth of 1-1.5 feet at MLW.
West Creek was surveyed t~om August 10 to August 11, 1998 for the hydrodynamic
study, and December 5, 1997 and July 15, 1998 for macrobenthic invertebrates, June 10, July 30,
and September 21, 1998 for water quality analysis, April 20, 1998 for bathymetry, and in July of
1998 for physical chemistry analysis. The following sections report the results of each discipline.
1. Water Quality
The waters of West Creek are open (certified) to shellfish harvesting. The NYSDEC
have reported high levels of coliforms in these waters (total coliform levels of 2501 mpn/100 ml
on October 22, 1996 and again on December 15, 1992, and fecal coliform levels of 120 on
October 22, 1996).The water quality analysis of West Creek for tiffs study indicate relatively low
levels of nilxogen, phosphorus, and ammonia. Total and fecal coliform levels of West Creek
were relatively higher than the other creeks sampled in this study.
The physical chemistry field data table appears below.
- 33 -
Date Location Depth Surface Bottom Surface Bottom-~l
(inches) Dissolved Dissolved Salinity Salinity
~ Oxygen Oxygen (ppm) (ppm)
(mg/1) (rog/I)
4~20~98 Flow 30 24.4 24.4
meter
5/15/98 Flow 48 24.9 25
meter
7/15/98 Mouth 72 7.6 7.5 25.9 25.9
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature ,;onductivityConductivity
(C) (C) (ms) (ms)
4~20~98 Flow 12.4 12.4 38.42 38.41 8
meter
5/15/98 Flow 16.6 16.5 32.76 32.7 8.1
meter
7/15/98 Mouth 26.2 26.3 41.5 41.5 8.1
2. Bathymetric Survey
These results indicate that West Creek is a uniformly shallow body of water. The average
depth of the main creek is 1.0 to 1.5 feet at mean low tide. The channelized inlet leading to
Great Peconic Bay has an average depth of approximately 1 foot. The SCDPW has dredged this
creek in 1982, 1994, and 1996.
3. Hydrodynamic Survey
The current meter was deployed on the north side of the New Suffolk Avenue Overpass,
about 5-10 feet from the east bank. The results of the hydrodynamic survey conducted by EEA
show that a clear ebb/flood current pattern exists at the mouth of West Creek where the meter
was deployed. The average velocity of the current was 23.2 cm/sec, with a maximum velocity of
61.5 cna/sec. The average direction was 313 degrees, west northwest. Given the circular shape
of the main body of the creek, it is likely that current patterns might not be as clearly defined and
are probably wind drive. Currents would be expected to be weak. The hydrodynamic survey
concluded four days prior to a 3rd quarter moon.
- 34-
4. Land Use
West Creek is located in Southold. It has approximately 153 acres of surface area, and is
one mile long. Almost 85 percent of the creek's borders are vegetated with wetlands, common
reed, and deciduous and evergreen urees. Other than the 2000 feet of golf course and less than 10
houses that are on the creek's edges, the land bordering this creek is undeveloped. Four houses
are on a bulkhead with moorings at mouth of creek. North Fork Country Club is located on the
west side of the creek. Grathwohl Road runs along the east side of the creek. No houses line the
creek on this road, but houses are on the east side of Grathwohl. There are no paved boat
launches. New Suffolk Avenue is perpendicular to the creek and has a bridge, approximately
200-300 feet from the creek mouth, that crosses over the creek.
West Creek is buffered on all shores from direct contact, although this buffer is extremely
narrow, (less than 50 feet in some locations). C-rathwohl Road to the east and New Suffolk
Avenue to the south border the creek. Residential houses can be found to the east, southwest,
and northwest, and a golf course (North Fork Country Club) to the west. Although a launch
ramp was available, it does not appear that boat traffic was significant in the creek. One of the
primary uses of the ramp would appear to be access to the waterfowl hunters whose blinds were
observed on the creek.
5. Wildlife
The majority of West Creek did not appear to support large numbers of finfish. This
could be contributed to the very shallow depths and extreme temperatures encountered within the
creek. Temperatures in excess of 31.6°C (89°F) were recorded on July 30, 1998. Numbers of
bait fish and juvenile bluefish were observed at the mouth of the creek by the New Suffolk
Avenue Bridge.
Large numbers of avian species were noted to utilize the surrounding intertidal marsh and
the open waters of the creek. This would include the American and snowy egret, great blue
heron, herring gull, greater blackback gull, least and common tern, mallard and black duck and
the red-winged blackbird (Agelaiusphoeniceus). It is extremely likely that West Creek is
utilized by more water fowl, shorebird and passerine species than our observations indicated.
The edge of the creek was also utilized by the ribbed mussel and fiddler crab which
appeared to be numerous.
- 35 -
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed two distinctly different
benthic communities. The benthic community found at the mouth is one associated with a high
energy system. This is confirmed by the grain size analysis which reports a dominance of gravels
and coarse sand. The benthic community found at the head of the creek is that of a silty fine
grain environment, also supported by the grain size analysis which reports 83% silt.
In July, there was a total of 178 benthic organisms observed at the mouth of West Creek.
Mollusks comprised over 60% of these grabs, and Aunelids comprised over 30%. In December,
there was a total of 296 benthic organisms observed at the mouth of West Creek. Aunelids
comprised almost 50% of these organisms, and Mollusks comprised nearly 30%.
In July, there was a total of 136 benthic organisms observed at the head of West Creek.
Mollusks comprised almost 75% of these grabs, and Annelids comprised approximately 25%. In
December, there was a total of 67 benthic organisms observed at the head of West Creek.
Mollusks comprised almost 80% of these organisms, and Annelids comprised almost 20%.
The samples collected at the mouth in July were dominated with Mollusks (Nassarius
obsoletus was the most dominant), and in December Annelids were dominate (oligochaetes,
Nepthy incisa and Nucula proxima were each abundant).
The samples collected at the head in both December and July were dominated by the
Mollusks (Nassarius obsoletus was again the most dominant).
G. Goose Creek
Goose Creek is located along the south side of the North Fork and drains into Southold
Bay. Goose Creek is entirely located in the Town of Southold and is one of the largest creeks
surveyed, approximately 120 acres in size. Goose Creek is fairly long, approximately 4,350 feet
east to west and approximately 1,250 feet wide north to south on average. Like many of the
other creeks, it has a very narrow inlet connecting the creek to Southold Bay.
In general, Goose Creek is highly variable in depth, sediment type, SAV and shoreline
development. Goose Creek is fairly shallow with an average depth of 1 to 4 feet, but contains
deep holes, channels, sand bars, and small islands. The sediment ranges from very silty fine
grain at the head to coarse gravel at the mouth. Wigeon grass is present at the head, as well as an
intertidal marsh complex. Salinities show very little variation between the head and mouth,
averaging 27.8 ppt at the head and 28.1 ppt at the mouth. The Town of Southold has adopted
Goose Creek and enlisted voluntary assistance with water quality monitoring of this creek. This
was done as a pilot project within the Town.
-36-
- ' Goose Creek was surveyed fi:om April 13, 1998 to April 20, 1998 for the.hy~gdynamic
study, o~n December 5, 1997, and July 15, 1998 for macrobenthic invertebrates, June .10, July 30th
and September 21, 1998 for water quality analysis, April 20, 1998 for bathymela% and in July of
1998 for physical chemistry analysis. The following sections report the results of each discipline.
1. Water Quality
Preliminary screening of the water quality analysis of Goose Creek did not indicate
significantly elevated nutrient levels. The physical chemistry field data analysis appears in the
table below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(rog/I) (rog/I)
4/13/98 Flow meter 10,04 9,82 26,4 26.5
4/20/98 36 25.7 25.7
7/15/98 Head 24 6,6 6,6 26.7 26.8
7/15/98 Mouth 72 6.9 6.9 27.1 27.2
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
4/13/98 Flow meter 10.1 10 29.55 29.64 8.2
4/20/98 11.3 11,4 40,3 40.33 8
7/15/98 Head 25.8 25.9 42.2 42.5 8
7/15/98 Mouth 24.1 23.9 41.4 41.3 8
2. Bathymetric Survey
The depths associated with Goose Creek are extremely variable, but average out as
shallow, with an average water depth of 1 to 4 feet at mean low water. The average tidal
fluctuation in Goose Creek is approximately 2.3 feet as determined fi:om the Window '95 Tides
and Current Program. An extensive sand bar/shoal occupies the east/central portion of the creek,
along with two small islands. The deepest portion of the creek can be found at the mouth leading
into Southold Bay. Goose Creek was last dredged in 1995.
- 37 -
3. Hydrodyvamic Survey
~The current meter was deployed on the south side of the Bayview Rd. Overpass, about 5-
10 feet fi:om the western bank. The results of the hydrodynamic survey conducted by EEA show
that a clear ebb/flood current pattern exists at the mouth of Goose Creek, where the meter was
deployed. The average velocity of the current was 14.1 em/sec, with a maximum of 42.3 em/sec,
the average direction was 76.4 degrees, east northeast. Given the circular shape of the main body
of the creek, it is likely that current patterns might not be as clearly defmed, and are probably
wind driven. Currents would be expected to be weak. There was a 3ra Quarter moon (on
April 19) during the hydrodynamic study.
4. Land Use
Goose Creek, located in Southold, is approximately 163 acres in surface area and 1.25
miles long. An estimated 65 percent of the creek's waterfront is developed with houses, docks,
bulkheads and moorings; some powerboats are moored. The creek is approximately 35 percent
vegetated with wetlands and deciduous trees. Goose Bay Estates is on Cedar Road, a dead end
road with the creek at the end. There is a private beach for Goose Bay Estates residents only.
Southold Yacht Club is at the mouth of the creek. A bridge on the east side of the creek, on North
Bayview Road, runs over the creek close to its mouth. The creek opens into Southold Bay. North
of the creek on Pine Neck Road, the land is wooded with trees and shrubs. The remainder of this
road is lined with residences. Waterview Road, located on the south side of the creek, is lined
with houses; the ones on the creek have docks. Williams Drive and Glenn Road, on the
northwest side of the creek, are dead end at the creek. A cemetery is on Main Road northwest of
the creek.
The shoreline surrounding Goose Creek consists primarily of single unit residential
developments. Most have a small finger pier on pilings; a few have a hardened shoreline
consisting of buikheading and docking facilities. Nearly all the homes have a small power boat.
A few jet skies were also present and some boats were moored in the bay. A small intertidal
marsh surrounds the head of the bay station.
5. Wildlife
The presence of large schools of bait fish, mostly Atlantic silversides and Atlantic
menhaden, were evident during most of the site surveys. As would be expected, given the
presence of bait fish, large schools of juvenile bluefish were also present during September and
October. Given the larger size and somewhat deeper water, it is safe to assume many different
finfish species (e.g., striped bass [Morone saxatilis], white perch [M. americana], summer
flounder [Paralichthys dentatus], winter flounder [Pleuronectes americanus], etc.) are likely to
utilize the creek.
- 38 -
- ' Avian species observed on or around the creek included the vadons species of-egrets,
hemnsr ducks, and gulls mentioned at the other creeks. In addition, Canada goose (Branta
canadensis), greater yellowlegs (Tringa raelanoleuca), osprey (Pandion haliaetus), common loon
(Gayla imraer), and common grackle (Quiscalus quiscula) were also observed. Raccoons
(Procyon lotor) were also determined to utilize the creek.
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed two distinctly different
benthic communities. The benthic community found at the mouth is one associated with a high
energy system. This is confn-med by the grain size analysis which reports a dominance of gravels
and coarse sand (96% sand). The benthic community found at the head of the creek is that of a
silty fine grain environment, also supported by the grain size analysis which reports 75% silt.
In July, there was a total of 202 benthic organisms observed at the mouth of Goose
Creek..~nnelids comprised almost 90% of these grabs. In December, there was a total of 43
benthic organisms observed at the mouth of Goose Creek. Aschelminthes comprised over 65%
of these organisms, and Arthropods comprised over 15%.
In July, there was a total of 371 benthic organisms observed at the head of Goose Creek.
Arth. ropods comprised almost 40% of these grabs, and Mollusca comprised approximately 30%.
In December, there was a total of 32 benthic organisms observed at the head of Goose Creek.
Annelids and Aschelminthes each comprised approximately 50%.
At the head of Goose Creek in July, the benthic community was very diverse; Tellina
agilis and.4mpelisca abdita were two dominant organisms. In December at the head of the
creek, there was a diverse Annelid community and also an abundance of Aschelminthes. At the
mouth of the creek in July, the Annelids, particularly Capitella capitata were the dominant
organism. The mouth in December was dominated by Aschelminthes.
H. Bass Creek
Bass Creek is located on the southeast peninsula of Shelter Island within the Mashomack
Preserve ri'he Nature Conservancy). The creek falls within the Town of Shelter Island. Bass
Creek is relatively small (approximately 14 acres) and is connected to Shelter Island Sound by a
narrow (approximately 25 feet) inlet which is approximately 200 feet long. Swift currents are
encountered in the inlet. Bass Creek is relatively more pond-like and irregularly shaped, and is
one of the shallowest areas surveyed in this study, with an average depth of 0.2 to 1.0 feet at
MLW. The upper section of Bass Creek has a nearly complete coverage of widgeon grass on the
bottom, while the lower section and inlet are near void of SAV. Salinities were nearly identical
at the head and mouth. Average salinity at the mouth was 27.5 ppt and 27.6 ppt at the head.
- 39-
' ' - Bass Creek was surrounded by an intertidal marsh dominated by saltmarsh cordgrass and
high m~u'sh which was represented by groundsel tree, marsh elder (IYafrutescens), glasswort
(Salicornia sp.) and salt grass (Distichlis spicata), blending into an uplands of northern bayberry
(Myricapensylvanica) and switchgrass ((Panicum virgaturn). The salt marsh is surrounded by a
deciduous forest dominated by black oak (Quercus velutina).
Bass Creek was surveyed from July 27, 1998 to July 28, 1998 for the hydrological survey,
on December 15, 1997 and July 12, 1998 for macrobenthic invertebrates, June 10, August 3, and
September 22, 1998 for water quality analysis, July 28, 1998 for bathymetry, and in July of 1998
for physical chemislzy analysis. The following sections report the results of each discipline.
1. Water Quality
The NYSDEC found the water quality acceptable at Bass Creek. However, since Bass
Creek is known to harbor large numbers of birds, the water quality must be carefully monitored
to detect impacts the waterfowl may have on the water quality. Preliminary screening of the
water quality analysis of Bass Creek for this study did not indicate significantly elevated nutrient
levels. The headwaters of Bass Creek indicate high levels of total suspended solids (480 mg/l)
for one sample taken in July of 1998. This may be a laboratory anomaly, as the head waters at
Bass Creek appeared relatively clear, and other TSS levels were relatively average for this same
sampling station during other sampling periods.
Dissolved oxygen levels were observed to be lower relative to the other creeks studied.
The physical chemist~ field data table appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(mg/I) (rog/I)
7/28/98 Flow meter 4.6 4,77 27.7 27,8
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(C) (C) (ms) (ms)
7/28/98 Flow meter 23.6 23.6 43.01 43.1 7.8
- 40 -
- · 2. Bathymetric Survey
In general, Bass Creek is an extremely shallow body of water with an average depth of
0.2 to 1.0 feet at mean low water. The two most notable exceptions are a deep hole centrally
located within the narrow corridor that connects the two main bodies of the creek and the channel
that has been cut through the inlet and enters the Shelter Island Sound. The water in these two
areas average approximately 2.2 feet and 1-foot deep at IVILW, respectively.
The channel by the inlet has been obviously cut by the swift currents that pass through the
inlet. The other deep hole is unexplained.
3. Hydrodynamic Survey
The current meter was deployed at the mouth of the creek inlet, south of the wood bridge.
The results of the hydrodynamic survey conducted by EEA show that a clear ebb/flood current
pattern exists at the mouth of Bass Creek, where the meter was deployed. The average velocity
of Bass Creek was 22.2 cra/sec, with a maximum of 51.9 cna/sec. The average direction was
123.8 degrees, east south-east. Given the circular and somewhat irregular shape of the main
body of the creek, it is likely that current patterns might not be as clearly defined, and are
probably wind driven. Currents would be expected to be weak. The Department of Public
Works (DPW) has never dredged this creek. The hydrodynamic survey concluded three days
prior to a 1a quarter moon.
4. Land Use
Bass Creek is located on Shelter Island. This creek is approximately 3/5 mile long, with a
surface area estimated at 61 acres. Bass Creek is located in Mashomack Preserve, owned by the
Nature Conservancy; therefore, no development exists on the creeks borders. Prior to
preservation, the property was the estate of a private residence and was excluded from public
usage. With the exception of whatever may come in on the flood tide fxom Shelter Island Sound,
the waters of Bass Creek appear to be as pristine as possible.
5. Wildlife
Bass Creek, like all the other creeks surveyed, contained a population of bait fish, mostly
Atlantic silversides, which attract large schools ofjuvehile bluefish in September and October.
At Bass Creek, the presence of bait fish and feeding activity associated with the bluefish
appeared to be restricted to the inlet area, at least during our surveys. Large adult blue crabs
(Callinectes sapidus) were observed in the lower portion of the creek.
Avian species observed in and around Bass Creek were a mixture of passerine and
-41 -
- ~.qimtic species. Common species included the greater black-backed gull, herring gull; greater
yellowlegs, song sparrow (Melospiza melodia), rufus-sided towhee (Pipilo erythrophthalrnus),
and barn swallow. Additional wildlife observed included the raccoon, white-tailed deer
( Odocoileus virginianus), and fowler's toad (Bufo woodhousii fowleri).
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed two distinctly different
benthic communities. The benthic community found at the mouth is one associated with a high
energy system. This is confirmed by the grain size analysis which reports a dominance of gravels
and coarse sand, while the benthic community found at the head of the creek is that of a silty fine
grain environment, also supported by the grain size analysis, which reports 77% silt.
In July, there was a total of 305 benthic organisms observed at the mouth of Bass Creek.
Annelids comprised almost 50% of these organisms, and Mollusks comprised approximately
40%. The dominant Mollusk at the mouth of Bass Creek in July was Hydrobia rninuta, and the
dominant Aunelids were Oligochaetes and Haploscopoplos rubustus. In December, there was a
total of 163 benthic organisms observed at the mouth of Bass Creek. Arthropods comprised over
50% of these organisms, and Aschelminthes comprised approximately 25%. The Arthropod
Caprellidae was the most dominant at the mouth in December.
In July, there was a total of 846 benthic organisms observed at the head of Bass Creek.
Aunelids comprised almost 65% of these organisms, and Aschelminthes comprised
approximately 35%. The Annelid Capitella capitata was discovered in a large abundance (over
500 organisms) at the head of the creek in July, and almost 300 Aschelminthes were discovered
here also; In December, there was a total of 11 benthic organisms observed at the head of Bass
Creek. Arthropods comprised over 35% of these organisms, Aschelminthes and Annelids each
comprised approximately 25%.
I. West Neck Creek
West Neck Creek is located in the southwest quadrant of Shelter Island. West Neck Creek
is fairly large, approximately 100 acres in size. The creek is nearly 7,000 feet north to south and
has an average width of 625 feet east to west and is located completely within the Town of
Shelter Island. The creek is fed by West Neck Bay to the north and drains into West Neck
Harbor to the south. It is heavily utilized by recreational boaters. The sediments associated with
West Neck Creek consisted of muddy fine sands throughout the system. No sub-aquatic
vegetation was observed during the study period. Salinifies averaged only slightly higher at the
mouth of the creek than at the head. The salinity at the mouth averaged 27.8 ppt and 26.9 ppt at
the head. Bottom salinities were only slightly higher than the surface.
- 42 -
- - . The shoreline of West Neck Creek consists predominantly of residential.~w_e~!~ngs. In
many cases, development extends to the water's edge. Most properties have small do. cks and
piers f& boats; shores are bulkheaded or stabilized in some fashion to prevent erosion.
Narrow strips of intertidal marsh and high marsh can also be found between areas of
development. Steep sloping shores prevent the spread of these marshes. The undeveloped
upland portions of the shore are predominantly a mixed deciduous forest.
West Neck Creek was surveyed fi.om to August 3, 1998 to August 4, 1998 for the
hydrodynamic survey, on December 15, 1997 and July 12, 1998 for macrobenthic invertebrates,
June 11, August 3, and September 22, 1998 for water quality analysis, April 22, 1998 for
bathymet~y, and in July of 1998 for physical chemistry analysis. The following sections report
the results of each discipline.
1. WaterQuality
The water quality of West Neck Creek is influenced by nutrient flow fi.om the
groundwater. This nutrient flow is most likely due to the presence of a capped landfill and an
area that was once a poultry farm in close proximity to the creek. Though neither area is still
being utilized as a landfill or poultt3, farm, the nutrient flow in the groundwater could be a
concern for the next 20 to 30 years. The water quality data analysis indicate slightly higher
nutrient levels than the other creeks studied, and both the waters at the head and mouth of the
creek indicated extremely high levels of total coliform, relative to the other creeks studied. In
June through late July, a short, but relatively intensive brown fide (Aureococcns
anophagefferens) bloom occttredin West Neck Bay, which is fed by West Neck Creek. This
bloom peaked at approximately 600,000 cells/per milliliter. The rest of the tidal creeks studied
were relatively flee from brown tide blooms during this study, according to New York Sea
Grant's "Brown Tide Research Initiative".
The physical chemistu field data table appears below:
Date Location Depth Secchi Surface Bottom Surface Bottom
(inches) (feet) Dissolved Dissolved Salinity (ppm)Salinity
Oxygen Oxygen (ppm)
(rog/I) (mg/I)
8/3/98 Flow meter 30 7.82 6.81 27,9 27.8
8/4/98 Flow meter 30 6.15 7.43 27.7 27.8
8/10/98 Flow meter 30 5.63 5.47 28 27.9
- 43 -
Date Location Surface Bottom Surface Bottom ~._H..
Temperature Temperature ConductivityConductivit~
~ (C) (C) (ms) (ms)
8~3~98 Flow meter 27.3 26.4 45.36 44.5 8.2
8/4/98 Flow meter 27.1 26.4 44.82 44.39 8
8/10/98 Flow meter 26 26 44.19 44.18 8
2. Bathymetric Survey
West Neck Creek is uniformly deep throughout with an average depth of approximately 8
feet at MLW. The depth of West Neck Creek is maintained through periodic dredging to permit
boat access. The DPW last dredged this creek in the fall of 1998.
3. Hydrodynamic Survey
The current meter was deployed at the end of Montclair Ave, at the mouth of West Neck
Creek. The results of the hydrodynamic survey conducted by EEA show that a clear ebb/flood
current pattern exists at the mouth of West Creek where the meter was deployed. The average
velocity of the current was 3.67 em/sec, with a maximum of 7.4 cm/sec. The average direction
was 305.5 degrees, west north-west. Given the circular shape of the main body of the creek, it is
likely that current patterns might not be as clearly defined, an'd are probably wind driven.
Currents would expect to be weak. The hydrodynamic study concluded four days prior to a full
moon.
4. Land Use
West Neck Creek, approximately 183 acres in surface area, is located on Shelter Island.
This is one of the largest creeks, at an estimated 1 1/8 miles in length. The waterfront is dotted
with single-family residences with docks-some have powerboats. Undeveloped land, making-up
approximately 40 percent of the creek's borders, consists of wetlands, open space, and
vegetation.
Island Boat Yard and Marina are east of the creek on Menantic Road. A paved boat
launch is at end of Simpson Road. The end of Montclair Road has three docks and 25-30 slips.
This is a low density residential area. The end of Daniel Road meets the creek, where there are
approximately 10 slips, a dock across the creek has a power boat, three more are anchored in the
water, along with one sailboat and one rowboat. Silver Beach Residential Community is on
Bayshore Drive. A boat launch is at the end of this road.
The primary use of the land surrounding West Neck Creek is residential housing,
- 44 -
' followed closely by recreational boating. Not all of the houses along the creek are connected to
the island sewer system. Many still have septic systems that have potential to leach into the
creek. The creek also received stormwater nmoff from the many roads that abut the creek.
5. Wildlife
The greater average depth and size did not permit the observation of bait fish or predatory
species as in the smaller and shallower creeks. It can be safety assumed that the previously
mentioned species (i.e., Atlantic silversides, killifish, bluefish, Atlantic menhaden, and winter
flounder are likely to utilize the creek. Additionally, fish species likely to be found in West Neck
Creek would include the striped bass, weakfish (Cynoscion regalis), soup (Stenotornus chrysops),
bay anchovies (Anchoa raitchilli), and several herring (Alosa spp.) species.
Similarly, the avian species were represented by most of the water fowl and wading bird
species (i.e., duck, heron and egrets) previously discussed. It is extremely likely that other
waterfowl species, such as lesser and greater scup (Aythya affinis and A. rnarila), common
goldeneye (Bucephala clangula), red-breasted merganser (Mergus servator), and hooded
merganser (Lophodytes cucullatus) are likely to utilize the creek. It should also be noted that two
large birds of prey were seen on the creek, the osprey (Pandion haliaetus) and the md-tailed
hawk (Buteo jaraaicensis).
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed that both the benthic
communities, those at the head and mouth were extremely similar. The sediment grain size
analysis indicated that both areas were similar, containing mostly a muddy fine sand substrate.
In July, there was a total of 627 benthic orgaulsms observed at the mouth of West Neck
Creek. Annelids comprised over 40% of these organisms, and Aschelminthes comprised over
30%. Of the Annelids, oligochaetas were the most abundant. In December, there was a total of
2382 benthic organisms observed at the mouth of West Neck Creek. Arthropods comprised over
75% of these organisms, and Annelids comprised approximately 25%. The Annelids were
dominated by Capitella capitata, while the Arthropods were dominated by a very large
abundance ofArnpelisca abdita (over 1700 organisms). The Annelids were dominated by class
oligochaetes, with almost 250 organisms observed.
In July, there was a total of 1080 benthic organisms observed at the head of West Neck
Creek. Arthropods comprised almost 80% of these organisms, and Annelids comprised
approximately 15%. In December, there was a total of 1341 benthic organisms observed at the
head of West Neck Creek. Arthropods comprised over 65% of these organisms, Annelids
- 45 -
- ~omprised approximately 25%. In December at the head of the creek, the Arthropods-.were
represeIlted by over 600.4m!aeli$ca abdita. There was also a significant abundance of
Paraphoxus epistomu$ and Corophium sp.
J. Little Bay
Little Bay is located at the extreme eastern end of the North Fork at Orient Point, within
the Town of Southold, bordered to the south by Orient Beach State Park and open undeveloped
land to the north, and directly connected to Long Beach Bay which empties into Orient Harbor
and ultimately into Gardiners Bay. Little Bay is approximately 5,625 feet long (east to west) and
averages 625 feet wide (north to south) for a total of approximately 80 acres in size.
The shoreline of Little Bay is bordered by aa expansive intertidal marsh to the north and a
barrier beach-size back dune community to the south. Some development exists along the small
man-made eharmels in the northeast corner.
The sediment associated with Little Bay varies greatly between the mouth and the head.
Grain size at the mouth is medium sand with gravel and pebbles mixed in, while the head
consists mostly of fine silty/grain material.
Sallnities showed little difference between the mouth and the head. Average salinity at
the mouth was 28.5 ppt and 27.6 ppt at the head. No evidence of freshwater influx was evident.
Little Bay was surveyed from March 27, 1998 to April 2, 1998 for the hydrodynamic
study, on December 15, 1997 and July 12, 1998 for macrobenthic invertebrates, June 10, August
3, and September 22, 1998 for water quality analysis, April 21, 1998 for bathymet~y, and in July
of 1998 for physical chemistry analysis. The following sections report the results of each
discipline.
1. Water Quality
Preliminary screening of the water quality of Little Bay creek did not indicate
significantly elevated nutrient levels, and average to low chlorophyll-a, TOC, and coliform
levels. The physical chemistxy field data analysis table appears below:
Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (ppm) (ppm)
(mg/I) (rog/t)
4~3~98 Flow meter 22 10.4 10.1 26.2 26.5
- 46 -
- Date Location Depth Surface Bottom Surface Bottom
(inches) Dissolved Dissolved Salinity Salinity
Oxygen Oxygen (pprn) (ppm)
(mg/I) (m~l/I)
4/13/98 Flow meter 24 9.27 9.02 25.9 26
7/12/98 Head 30 6 4.2 26.7 27
7/12/98 Mouth 60 7.9 7.1 27.2 27.2
Date Location Surface Bottom Surface Bottom pH
Temperature Temperature Conductivity Conductivity
(c) (c) (ms) (ms)
4~3~98 Flow meter 12.7 12.3 31.31 31.18 8
4/13/98 Flow meter 9.7 9.6 40.8 40.8 8.1
7/12/98 Head 27.5 27.2 43.8 43.3 7.5
7/12/98 Mouth 28.4 26.2 45.1 43.8 7.9
2. Bathyme~ic Survey
The results of the bathymetric survey are presented on Figure 3-10. Little Bay is
uniformly deep throughout the system with an average depth of approximately 6 feet at MLW.
The DPW has never dredged this tributary.
3. Hydrodynamic Survey
The current meter was deployed at the mouth of Little Bay, at the eastern-most part of
Orient Beach. The results of the hydrodynamic survey conducted by EEA show that a clear
ebb/flood current pattern exists at the mouth of Little Bay Tributary where the meter was
deployed. The average velocity of the current was 19.77 cm/sec, with a maximum of 50.19
em/sec. The average direction was 179 degrees, south south-east. The hydrodynamic survey
began on a new moon and concluded 1 day prior to a 1~ quarter moon.
4. Land Use
Little Bay Tributary, located in Orient Point, is approximately 1.25 miles long and 184
acres in surface area. A restaurant, marina and the Orient Point ferry are the commercial
developments in the area. Almost 95 percent of the land bordering the creek is undeveloped.
- 47 -
Wetlands and woody vegetation engulf the edges. Little Bay is nestled between'opela-space, salt
marshos, and Orient Beach State Park. The park office, a playground, and rest facility with a hard
top parking lot, are the only developments in the Park. No developments are visible along creek.
A few farms are northwest of the creek. Orient By The Sea is a low density residential
community north of the creek on Route 25. A cemetery is located on Rt 25 approximately 1/8
mile fi:om the park's entrance. Cedar Birch Lane, an unpaved mad approximately ~ mile long,
borders the bay with approximately 10 houses. Narrow River Road, an estimated 1.75 miles
fi:om Little Bay, hms parallel to Hallocks Bay; this and Little Bay flow into Long Beach Bay.
Narrow River Road has a town ramp with 27 slips and a marina with approximately 50
berths/slips. A few small residential dwellings are located in the northeast quadrant of the creek
along with what appeared to be man-made channels. This was based upon the dredge materials
along the banks. These homes support a limited number of power boats along with small piers
and dock systems.
5. Wildlife
No direct evidence of bait fish or predatory fish was noted during the~ field surveys. This
can possibly be attributed to the time of day, stage of tide or larger size of the creek. It is
anticipated that most of the species previously discussed (i.e., Atlantic silversides, killifish, sand
lance, bluefish, striped bass, weakfish, summer and winter flounder) along with many other
estuarine species, are likely to be found in the creek.
Avian species were abundant during each survey period. All of the previously discussed
waterfowl and wading bird species were present. Additionally, several pairs of osprey were
observed nesting on platforms along the creek. Several pair of piping plovers (Charadrius
melodus) were observed on the adjacent beach along Gardiners Bay. Additional passerine
species, in particular various wood warbler (family Parulidae) were observed in the autumn
olives (Elaeagnus umbellata) along the north shore. This occurred during the fall migration in
September.
During the September 22, 1998 water quality survey, numerous northern diamondback
terrapin (Malaclemys terrapin) were observed in Little Bay. A single red fox (Vulpesfulva) was
sighted on the beach during the spring 1998 hydrological survey.
6. Macrobenthic Invertebrates
The results of the macrobenthic sampling program revealed that both the benthic
communities, those at the head and mouth were extremely similar. The sediment grain size
analysis indicated that both areas were similar, containing mostly a muddy fine sand substrate.
In July, there was a total of 402 benthic organisms observed at the mouth of Little Bay
-48 -
'~butary. Annelids comprised over 65% of these organisms, and Aschelminthes comprised over
20%. ~The Annelids were dominated by Syllis sp., Scolecolepides viridis, and Streblospio
benedicti in relatively equal abundances (approximately 45 organisms were collected from each
of these species). In December, there was a total of 210 benthic organisms observed at the mouth
of Little Bay tributary. Annelids comprised almost 90% of these organisms. These Annelids
were dominated by class Oligochaetes, with over 120 organisms collected.
In July, there was a total of 2 benthic organisms observed at the head of Little Bay
tributary. There was one Aschelminthe and one Annelid observed. In December, there was a
total of 24 benthic organisms observed at the head of Little Bay tributary. Arthropods comprised
almost 65% of these organisms, Annelids comprised approximately 25%.
VH. ANALYSIS AND RECOMMENDATIONS
A. Fresh Pond
The results of the various field programs clearly indicate that, as expected, Fresh Pond
functions as a typical coastal estuafine tidal pond. The pond itself is surrounded by a good buffer
of upland forest and fringed by a well developed intertidal and high marsh ecosystem.
Abundances and types of macrobenthic organisms, although somewhat lower in density than
originally anticipated, do not indicate a significant problem. The mouth of Fresh Pond is clearly
a high energy environment, swept on a regular basis by swift currents during the tidal exchange.
The soft fine grain sediment found at the head of the pond would be expected to support a sizable
benthic community. The fact that it does not, may not reflect any anthropogenic effect; benthos
may be controlled more by the dense growth of widgeon grass which may sufficiently shade the
bottom, limiting faunal development. A similar situation was also observed occurring in the
Bass Creek system found in the Mashomack Preserve on Shelter Island. Both creeks/ponds are
extremely similar in size and shape; both isolated from development; and both dense with
widgeon grass and Iow benthic diversity and abundances at the head. It is believed that the dense
growths of widgeon grass is not a result of nutrient loading and is a natural phenomenon that is
controlling the benthic community. Therefore, it is recommended by EEA that Fresh Pond
should not require additional survey work, unless the surrounding environment is altered
significantly.
B. Northwest Creek
The benthic communities associated with the head and mouth of Northwest Creek are
distinctly different. This is directly attributed to sediment types, silts at the head, and sand at the
mouth. The benthic community present at the head is extremely well developed, and comprised
of numerous species, some of which are large and considered to be long lived, e.g. sandworms
(Neanthes succinea). The sand worms are replaced by the Orbinnid worm (Haploscoloplos
rubustus) at the head of the creek. The species difference is more a function of grain size and
- 49 -
- -possible salinity than anything else.
Northwest Creek does have potential to be impacted given the presence of residential
dwellings, high coliform levels reported by NYSDEC, bnikheading, moored vessels, and the
adjacent Barcelona Neck Golf course. The surrounding salt marsh and forest habitat may provide
an adequate buffer against runoff from all directions. The total lack of eelgrass in Northwest
Creek is still unexplained, given the historical evidence that the creek was nearly completely
covered by eelgrass at one time.
The change in the position of the inlet may have a strong bearing on the flushing and
circulation patterns in the creek. The bathymetric survey clearly shows a very shallow system. It
is unclear if this sedimentation is the result of shifted circulation patterns or natural, or if this
sedimentation has covered existing eelgrass beds preventing them from redeveloping.
In any event, the present benthic community is clearly well developed and strongly
suggests a system which is not impacted. Further surrounding land use changes, if any, may
require a re-evalnation of the benthos.
C. Ligonee Creek
Based on the study findings, Ligonee Creek is considered to be moderately disturbed (the
creek has been altered from its original shape). Numerous residential dwellings are present along
the creek's banks. In many cases, the native vegetation has been cleared, and a small dock and
boat are in its place. Although some intertidal salt marsh does exit containing salt marsh
cordgrass, the dominant vegetation is the common reed. The banks of the creek have become
straight and the comers sharp, apparently the result of past dredging and widening. The head of
the creek is a dead-end. The area in which the head water tributmy would have originated from
is a developed lot with a residential home. Additionally, Ligonee Creek is part of the Sag Harbor
watershed. This area has been identified by the Suffolk County Depa~h,ent of Health Sendces
as having above average nitrogen levels at their sampling station located nearby. A significant
potential contributor of this nitrogen load has been the Sag Harbor Sewage TreaUnant Plant
At both the head and mouth of the creek, the benthic community is dominated by the
polychaete worms Streblospio benedicti, £olydora ligni, Haploscoloplus rubustus, and the
arnphipod.dmpelisca abdita. The worms identified were dominant during both sampling events,
while the arnphipod represented only 1.5 percent of the catch during December and escalated to
30 percent in the winter.
The polychaetes that dominated the Ligonee Creek samples are predominantly sedentary
species that thrive in nutrient-rich organic sediments. Additionally, they can be considered
pioneer species, exploiting under-utilized habitat and reproducing in great numbers. All of the
dominant species present are the same as those that dominate highly eutrophic systems, such as
- 50-
- jamaica Bay, New York, and the Hudson and East Rivers of New York Harbor.- Ligonee Creek
appears to be a stagnating system with a poor flushing rate and acting as a nutrient sink.
The high densities of the species discussed indicate that the creek is receiving high
nutrient levels. A positive aspect of this is that organisms present have been documented as
providing a substantial food source for many finfish species, in particular the young-of-year
winter flounder.
D. Alewife Creek
As with the previously discussed Ligonee Cree, Alewife Creek represents a tidal system
with a well developed shoreline. At least 50 percent of the western shoreline is occupied by a
commercial marina providing slips for numerous power and sail boats. The remaining shoreline,
with the exception of the head which is extremely shallow and not navigable, is occupied by
residential homes, bulkhead and private docks. Some intertidal vegetation was present, but was
almost completely dominated by the common reed, clearly a sign of nutrient loading. Both the
head and mouth are predominantly sand, with a slight increase of silts at the head. The benthic
community structure is similar at both locations.
Polychaetes dominate the benthic community in both abundance and diversity. Species
present are similar to those in Ligonee Creek (Streblospio benedicti, Polydora ligne,
Haploscoloplus robustus, Capitella capitata, and Tharyx occutus). All of these are considered
sedentarypolychaetes. The arnphipodArnpelisca abdita is present, but in low numbers. The
arnphipod Leptocheirus plurnolosus is present in extremely high densities, approximately
20,803/m2 or 83 pement of all the organisms collected. The change betweenArapelisca and
Leptocheirus is most likely a function of grain size preference. Clearly, the presence of large
numbers of Leptocheirus indicate a species exploiting available habitat to its fullest. An
adequate food source and nutrient rich sediments must be present to support such high densities.
The benthic community structure of Alewife Creek is similar to Ligonee Creek. In both
cases, the species present are short-lived, highly prolific species, capable of colonizing available
habitat. All of the species present have been identified occurring in degraded habitat found in
New York Harbor. The dredging of the mouth of Alewife Creek, adjacent to the marina, most
likely disrupts the establishment of a well developed benthic community at that location, but
sufficient nutrient must also be present to support the encountered densities of organisms.
Alewife Creek is at least impacted directly and indirectly by the well developed shoreline
facilities and is receiving adequate nutrients to support the benthic community.
-51 -
- - E. Meetinghouse Creek
~ By all accounts, Meetinghouse Creek receives the highest loading of nitrogen of all the
tidal creeks surveyed, as reported by the Suffolk County Department of Health Services. This is
not unexpected, given the upstream location of the Convin Duck Farm. The creek additionally
supports the largest commercial marina associated with the tidal creek survey. The remainder of
the creek on the eastern shore is mostly residential dwellings, bulldaeaded, with dock and private
vessels. The western shoreline has some development, but is mostly intertidal marsh dominated
by saltmarsh cordgrass. No rooted SAV was observed. However, there was an abundance of the
macroalgae Ulva lactuca (sea lettuce)
The benthic community found in the creek is one that is anticipated to occur in a nutrient
rich, muddy-sand environment. The benthic community associated with Meetinghouse Creek is
dominated by the Amphipod Arnpelisca abdita (73 and 57 percent of all organisms during the
winter and summer sampling season, respectively). The remainder of the dominant organisms
consisted of sedentary polychaetes (i.e., Streblospio benedicti, Mediomastus ambiseta, and
Polydora lignO. As previously discussed, these organisms are all typically associated with
nutrient rich, organic sediment, usually classified as impacted. This is not unexpected, given the
previous history of the creek and the known nulrient loadings of the creek.
The large numbers of Amphipods (up to 36,000/m2) will provide an excellent food source
for juvenile flnfish species, in particular, young-of-year winter flounder which have been known
to selectively feed on.drnpelisca abdita. Therefore, the benthic sampling program only confirms
the water quality data identifying the creek as nu~ient rich and correlates with the existing biota.
F. West Creek
West Creek had been chcsen for study based on the variety of potential impacted sources
located nearby (a large golf course, to the west and northwest, a farm and orchard to the north
[upgradient], and a road with residential development to the east). All have potential to increase
the nutrient load of the creek. With the exception of the stormwater runoff from the roadway, the
creek is buffered by sallrnarsh on three sides. Most of the saltmarsh is typical intertidal marsh,
dominated by saltmarsh cordgrass. The wetland to the north was dominated by common reed.
A review of the existing water quality data from the Suffolk County Department of
Health services and the NYSDEC Shellfish Bureau did not indicate nutrient loading. The creek
is certified as open to shellfishing by NYSDEC. Although the benthic communities are
extremely different at the head and mouth, it would appear that this is purely a function of grain
size (the mouth is sandy and silty).
The benthic organisms present represent a stable, well developed community. The
organisms are best represented by the mud dog whelk (Nassarius obsoletus), the common slipper
- 52 -
- ~hell (Crepidulafornicata), and the dwarftellina (Tellina agilis). All are mollusca species
tyPic~ly not found in impacted environments. The remaining abundant organisms include the
worms: Nephtys incisa, Tharxy accitus, and Scolecolepides viridis. The dominant arthropod was
the amphipod Leptocherirusplumolosus. Based on this benthic community, there does not
appear to be any significant ecological stresses on the creek. It would also appear that the
wetland buffer is sufficiently large enough to remove the anticipated nutrients coming from the
golf course and farmland, and that the stormwater runoff is relatively free from nutrients.
G. Goose Creek
Goose Creek represents one of the largest creeks surveyed during the tidal creek program.
The dominant land use surrounding the creek was residential homes, many of which had finger
piers, docks and boats, and a few bulkheads. The creek was extremely shallow, almost non-
navigable at low tide, with the exception of a narrow channel along the south side. Some
intertidal marsh is present and contains patches dominated by sallmarsh cordgrass and patches
dominated by common reed. The result of EEA's water quality analysis, Suffolk County Water
Survey, or NYSDEC indicated that the creek was overloaded by nutrients.
The benthic community present differs between the head and mouth, but this can be
explained by the grain size differences (96 pement sand at the mouth and 75 pement silts at the
head). The species composition at both locations more closely resembles a stressed system. The
samples collected at the head during July were dominated by Ampelisca abdita, 36 pement, and
the clam Tellina agilis, 23 pement, followed by the sedentaxy worms, Mediomastus arnbiseta and
Polydora ligni. The mouth was similar, dominated by Oligochaete worm (43 pement) along with
the polychaete worms (Mediornastus arnbiesta and Capitella capitata. The December samples
were dominated by nemotod worms and the spionid worm Streblospio benedicti. In both cases,
abundance was relatively low, with December significantly lower than July.
The benthic community appears to be in transition, between a well developed one,
indicative by the high number of Tellina agilis and one dominated by stress-related species (e.g.,
Mediomastus and Capitella). The low density numbers would appear to indicate that the nutrient
load is sufficiently low to limit the abundance of the organisms present. Continued monitoring
of this creek would be required to determine the direction that Goose Creek is heading.
H. Bass Creek
Bass Creek is the most isolated creek from human activities of all the tidal creeks
surveyed. The creek is located within the Mashomack Preserve on Shelter Island. The pond is
fringed with varying amounts of intertidal marsh with an adjacent mature oak forest. The upper
sections of Bass Creek support a dense growth of widgeon grass. There appears to be no
evidence of dredging, and the mouth appears to be scoured open by swift currents that pass
- 53 -
-through the narrow inlet.
~ Differences in the benthic community between the head and the mouth can be explained
in part by the sediment types. The head of creek consisted of 77 percent silt, while the mouth
was 92 percent sand.
The benthic community found at the head of Bass Creek was extremely limited in terms
of both density and diversity. The most abundant organisms during both sampling events was the
Nematod worm (33 percent in December and 35 percent in July). During July, Oligochaete
worms made up the remaining 62 percent. The balance of the density was distributed among a
relatively small group of organisms. Samples collected at the mouth were dominated by the
Caprellid amphipod (57 percent) in December, but more evenly distributed in July between the
gas~opod Hydrobia minuta, the clam Gemma gemma, several polychaetes (i.e., Haploscoloplus
rubustus and Neanthos succinea), as well as Oligochaete worms.
The lack of benthic organisms at the head of Bass Creek is hard to explain as the water
quality parameters were good, and there is no evidence of disturbances from around the creek.
One possible explanation may be the abundant widgeon grass. The nearly complete coverage of
the bottom may prevent the potential for a benthic commtmity to develop. The vegetation
appears to be present year-round, as it was observed during each survey event. The swift current
and coarse sediment types at the mouth create a limited environmental, only suitable for certain
species.
I. West Neck Creek
West Neck Creek connects West Neck to West Neck Harbor. A sizeable fleet of pleasure
boats can be found moored at various locations along the creek. A few areas of intertidal marsh
can be found along the creek, but the shoreline is mostly occupied by residential homes with
properties developed to the water's edge. Most homes have a dock and boat.
Water quality sampling by EEA and the Suffolk County Depa[m~ent of Health Services
has identified the West Neck system as being nutrient rich. The West Neck System has been
known t~ have isolated brown tide events when no brown tide was reported elsewhere in the
Peconlcs.
The benthic community reflects the high nutrient levels. The benthic community of West
Neck Creek closely resembles that of Meetinghouse Creek (almost completely dominated by the
amphipod Ampelisca abdita). Ampelisca was found at both the head and mouth of the creek in
December, making up 75 and 52 percent of the total number of organisms collected, respectively.
During July, Arnpelisca made up 69 percent of all organisms at the head and only 10 percent at
the mouth. This is somewhat surprising since the sediments found at the head of West Neck
Creek were 87 percent sand and only 48 percent sand at the mouth. Ampelisca typically favor a
- 54-
- inuddy-sand mix, not pure sand.
Other benthic species dominating the benthic community were the Oligochaete worms,
Nematod worms, and Capitella capitata, all commonly found in organic rich disturbed
environments. The remainder of the community is evenly distributed between species such as
the Amphipods Leptocheirus plumolosus, and Parphoxus epistomus, and the clam Nucula
proxima. Those three species are typically found in well developed benthic communities in
undisturbed environments.
Densities ofAmpelisca abdita are exceptionally high, averaging between 20,000 and
30,000 Ampelisca/m2 in most samples (similar densities to Meetinghouse Creek).
Given the presence of benthic organisms found in undisturbed systems and given the
limited sampling period, it is unclear in which state of flux the benthic community is in. Possibly
pioneer species are taking advantage of degrading conditions, or the stable environment
organisms taking advantage of improving water quality conditions. Additionally, West Neck
Creek is periodically dredged to maintain the boat channels. This may contribute to constant
presence of species, such as .4mpelisca, while retarding the establishment of species such as
Paraphoxus and Nucula. In either case, the organisms present provide an excellent food source
for juvenile fmfish species and will be readily utilized.
J. Little Bay
Little Bay is located at the extreme eastern tip of the North Fork of Long Island. It is
buffered on all sides by an expansive saltmarsh. The south shore of the bay consists entirely of
Orient Beach State Park; to the shore is almost completely saltmarsh (both intertidal and high).
A few residential homes exist along the north shore located along a narrow tributary to the bay.
The tributary appears to be channelized, based on the dredge spoil piles along the shoreline. The
extreme head of Little Bay also appears to have been dredged at some time in the past.
As expected, the sediments found at the dead end head of Little Bay consist of 88 percent
silts, while the mouth is 83 percent sand.
The benthic community found at the head was very low in terms of both abundance and
diversity. Densities at the head ranged from 34 to 408 organlsms/m2, while at the mouth, they
ranged from 3,349 to 6,834 organlsms/m2. Dominant benthic organisms at the mouth were
oligochaete worms, nematod worms, the polychaete worms Capitella capitata, and
Scolecolepides viridis, the clams Gemma gemma and Lyonsia hyalina, and the arthropods
Hippolyte zostericola, Corophium sp. and Ampelisca abdita. In general, this represents a good
diversity.
Additionally, the samples collected at the head station contained large amounts of organic
- 55 -
material, mostly what appeared to be decomposing widgeon grass which was abundam in
shallow~ water near, but not at the head of the bay. No SAV was present at the mouth, but
eelgrass was abundant immediately west of that station in Hallock Bay.
It is believed that the benthic community associated with the mouth of Little Bay
represents a typical, well developed community, while those present at the head do not. It would
appear that the condition at the head station support only a limited stressed benthic community.
EEA does not anticipate that these conditions are indicative of the entire habitat associated with
the head of Little Bay, rather they only represent a ve~ small area with poor circulation where
organic material collects and decomposes, restricting the benthic development in a localized area.
The Little Bay benthic community structure is not representative of a stressed waterway
with a nutrient loading problem, nor is there any evidence to suggest a nutrient rich system.
VHI. CONCLUSIONS
EEA evaluated ten tidal creeks throughout the Peconlc Estuary representing a wide range
of watershed variables. Of potential impacts, nutrient loading appeared to be primary. Of those
ten, four clearly had a benthic community structure which was more representative of a nutrient
rich environment closely resembling communities found in water bodies such as Jamaica Bay,
New York and the New York Harbor: Meetinghouse, West Neck, Ligonee, and Alewife. This is
not totally unexpected, as the drainages these creeks are associated with have been previously
identified by the Suffolk County Department of Health Service as areas with above normal levels
of nitrogen. In all cases, the source of nitrogen has been identified as a municipal sewage
trealment plant, or in the case of Meetinghouse Creek, an active duck farm. In most cases, the
diversity in each creek was low, and the density of a single species extremely high. The
amphipod,,lrapelisca abdita was the dominant identified species. In some cases, Ampelisca
abundances exceeded 30,000/m2'
These species and densities indicate a stressed environment, which is most likely the
result of nutrient loading. On a system-wide basis, the primary sources of nitrogen which causes
most of this nutrient loading is due to on-site disposal systems and residential and agricultural
fertilizers. The organ/sm present are not necessarily detrimental to the environment, as they
provide an excellent food source for many juvenile fmfish species.
The remaining six creeks (Fresh Pond, Northwest Creek, West Creek, Goose Creek, Bass
Creek, and Little Bay) all appear to support well established benthic communities. This
determination is based on the presence of a diverse benthic community that is not dominated by
large numbers of pioneering organisms, such as the ampeliscids, spionid worms, and
oligochaetes. In general, as one would expect, these six creeks are the more underdeveloped
systems, with predominantly open space (i.e., intertidal marsh) surrounding them. Goose Creek
- 56-
is the most developed of the six. It would appear that the presence of extensive intertidal marsh
is extremely beneficial in maintaining the equilibrium in the creek, even though it would appear
that most of the nutrients are coming through the groundwater. Based on EEA's previous studies
in Jamaica Bay, it is clear that Spartina alterniflora is a sink for nutrients and capable of
removing a significant mount from the surrounding waterbody.
It is recommended that further studies be concluded on a more in-depth, longer term
analysis, with fewer creeks. This tidal creek study can be used to choose a smaller number of
creeks, which would represent a highly impacted system, a relatively low-impacted system, and
possibly one in between. With a smaller set of variables, it would be possible to further study
these creeks, to determine to what extent the land use practices have on the overall health of the
system. The benthic studies that were concluded for this project will prove even more valuable if
compared to data sets in the future. Also, a continued analysis of the water quality parameters of
these creeks is necessary, and possibly a more in-depth study would reveal trends which may
parallel certain land use practices.
- 57 -
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