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MARINE SCIENCES RESEARCH CENTER STATE UNIVERSITY OF NEW YORK TECHNICAL REPORT SERIES # 15 l SUR VEY OF WATER QUALI TY AND SEDI ME NTS IN SIX NORTH SHORE BAYS, NASSAU AND SUFFOLK COUNTIES, LONG ISLAND, NEW YORK (APPENDIX TO TECHNICAL REPORT # 14) BY M. GRANT GROSS DEWITT DAVIES PAUL M. LIN WILLIAM LOEFFLER PREPARED WITH SUPPORT FROM THE NASSAU-SUFFOLK REGIONAL PLANNING BOARD

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Page 1: MARINE SURVEY OF SCIENCES WATER QUALITY CENTER AND ...archive.somassbu.org/pubs/TR/MSRC-TR15.pdf · sediments in six north shore bays, nassau and suffolk counties, long island, new

MARINE SCIENCES RESEARCH CENTER

STATE UNIVERSITY OF NEW YORK

TECHNICAL REPORT SERIES # 15

l

SURVEY OF WATER QUALITY

AND SEDIMENTS

IN SIX NORTH SHORE

BAYS, NASSAU AND

SUFFOLK COUNTIES,

LONG ISLAND, NEW YORK (APPENDIX TO

TECHNICAL REPORT

# 14)

BY M. GRANT GROSS DEWITT DAVIES

PAUL M. LIN WILLIAM LOEFFLER

PREPARED

WITH SUPPORT

FROM THE

NASSAU-SUFFOLK

REGIONAL

PLANNING BOARD

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..

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Technical Report No. 15

SURVEY OF WATER QUALITY AND SEDIMENTS IN SIX NORTH SHORE BAYS,

NASSAU AND SUFFOLK COUNTIES, LONG ISLAND, NEW YORK

(APPENDIX TO TECHNICAL REPORT No. 14)

M. Grant Gross

Dewitt Davies

Paul M. Lin

William Loeffler

February 1972

Prepared in cooperation with the Nassau-Suffolk Regional Planning Board

with support from the U.S. Environmental Protection Agency

Marine Sciences Research Center State University of New York Stony Brook, New York 11790

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TABLE OF CONTENTS

LIS T OF TABLES

LIST OF FIGURES

INTRODUCTION

Shipboard Instrumentation

Sediment Analyses

Acknowledgements

REFERENCES

NASSAU COUNTY

S UFFOLK COU:..~TY'

i

Page

ii

iii

1

1

3

6

7

9

19

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LIST OF TABLES

Table Page

1 Chemical Procedures for Analysis of Coastal Waters 4

2 Physical and Chemical Procedures for Sediment Samples 5

3 Cruise Outline, North Shore Bays, Nassau County 12

'" 4 Cruise Outline, North Shore Bays, Suffolk County 22

ii

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Figure

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

LIST OF FIGURES

Marine Sciences Research Center Semi-Automated Data Acquisition System

Regional Setting, North Shore Bays, Nassau County

Dissolved Oxygen Concentrations in Surface waters

NH3-N Concentrations in Surface Waters, Nassau County

N03-N Concentrations in Surface Waters, Nassau County

NH3-N Concentrations in Little Neck Bay Interstitial Waters

NH3-N ConcentJ"iitions in Manhasset Bay Interstitial waters

NH3-N Concentrations in Hempstead Harbor Interstitial waters

Regional Setting, North Shore Bays, Suffolk County

Dissolved Oxygen Concentrations in Surface Waters

NH3-N Concentrations in Surface waters, Suffolk County

N03-N Concentrations in Surface Waters, Suffolk County

NH3-N Concentrations in Huntington Harbor Interstitial Waters

N03-N Concentrations in Setauket Harbor Interstitial waters

N03-N Concentrations in Port Jefferson Harbor Interstitial Waters

N03-N Concentrations in Mt. Sinai Harbor Interstitial Waters

iii

page

2

11

13

14

15

16

17

18

21

23

24

25

26

27

28

29

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...

INTRODUCT ION

water quality and sediment surveys in Little Neck Bay,

Manhasset Bay, Hempstead Harbor, Huntington Harbor, Port Jefferson

Harbor and Mt. Sinai Harbor were conducted by the Marine Sciences

Research Center during the period May-December, 1971. ~1e

location of these bays is shown in Figs. 2 and 9. ~1e surveys,

sponsored by the Nassau-Suffolk Regional Planning Board, were

part of a project designed to establish physical and chemical

criteria for assessment of environmental quality in the bays

(Gross et al, 1972). This report presents the sampling procedures

and analytical techniques used in the surveys. The cruises are

outlined in Tables 3 and 4. Figures indicative of the entire

body of data (which is stored at the Marine Sciences Research

Center) are presented for six harbors in Nassau and Suffolk

Counties.

Shipboard Instrumentation

The semi-automated data acquisition system developed by

p.ersonnel of the Marine Sciences Res'earch Center for water

analysis and sample collection while on station was installed

on the R/V MICMAC (Hardy, 1970~ Hardy and Weyl, 1971i Glen Hulse,

personal communication). The system consisted of a submersible

well pump (Sears, Roebuck and Co., Brooklyn, N.Y.) affixed to

61 meters of 19 millimeter (internal diameter) rubber hose (Fig. 1).

The pump was rated at 1000 gallons p ·er hour and the hose had a

measured flushing time of 35 seconds. A glass probe thermistor

(Fenwal Electronics, Model GB 32MM172, Framingham, Mass.) attached

to the pump intake permitted recording of temperatures during

sampling. The depth of water beneath the sampling points was

determined by a transducer (Apelco MR-201B, San Francisco, cal.)

attached to the pump. Ship drift during sampling could be

monitored from the depths registered by the transducer. ~1e pu~p

hose was connected to the electronic instrument system on the

1

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BISSETT -ESTERLINE - BERMAN OVERFLOW

ANGUS SALINOMETER

MULTIPOINT Lc:;

SALINOMETER f .....-- RECORDER SENSOR

t1 FATHOMETER NUTRIENTS

CHLOROPHYLL n FLUOROMETER I BISSETT-

BERMAN ~ ~

r\ TURBIDITY L THERMO-

SALINOGRAPH FLUOROMETERI RECORDER CHLOROP HYLL

BRIDGE n CIRCUIT

I SALINOGRAPHL THERMISTOR

OXYGEN L J BRIDGE SENSOR I

CIRCUIT SENSOR

CHAMBER

PHOTOCELL V~~ POWER UNIT {

\

~HERMISTO~

SUBMERSIBLE CONTINUOUS PUMP FLOW PUMP

[ I--- PHOTOCELLS

SHIP HULL THERMISTOR

TRANSDUCER

Fig. 1. Simplif ied diagram of the Marine Sciences Research Center semi-automated data acquisition system.

2

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R/ V MICMAC with polyvinyl chloride plumbing. A Hytech salinometer

(Model 6230, Bissett-Berman, San Diego, Cal.) was modified to

permit a continuous flow of seawater from the pump through the

unit. water samples for chemical analysis were drawn from out­

lets in the plumbing. Dissolved oxygen was measured with a

Yellow Springs Model 54 oxygen meter (Yellow Springs, Ohio).

The oxygen probe was placed in a double-chambered plexiglass

cell. The inner chamber, containing the sample, the 02 sensor

and a thermistor, could be drained to permit calibration of the

sensor in air. The outer chamber was connected to the submersible

pump continuous flow line, and contained sample water which cooled

the inner chamber, permitting air calibration of the oxygen probe

at essentially in situ water temperatures.

The station sampling procedure consisted of lowering the

pump to the maximum station depth, starting the pump and allowing

the hose to flush for several minutes. Temperature, conductivity,

and oxygen concentrations were then recorded and water samples

drawn. Ti1e pump was raised at varying intervals to permit

sampling of the water column.

A~onia, nitrite, nitrate, phosphate and chlorophyll concen­

trations were determined by analytical procedures (Table 1)

adapted from Strickland and Parsons (1968).

S~diment Analyses

Surficial sediment samples from the bays were collected by

using a Shipek grab sampler (Shipek, 1965) operated from the

R/V MICMAC. The samples were placed in plastic bags and kept

under refrigeration until their delivery (on the day of collec­

tion) to the Marine Sciences Research Center where they were

frozen pending analysis (Table 2).

Sediment grain size distribution was determined by sieve,

settling tube (Emery, 1938) and pipette analyses (Galehouse, 1971).

The data are reported as median grain diameters in millimeters.

Sediment sorting, or the uniformity in grain size of a sample, is

3

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Table 1. CHEMICAL PROCEDURES FOR ANALYSIS OF COASTAL WATERS

Property Measured (Quantity Reported)

A'lUllonia l (..ctg-at/L)

Nitrite2

(.,c(g- a t/L)

Nitrate3

(~g-at/L)

Phosphate4 (~g-at/L)

Chlorophyll-aS ~g-at/L)

Procedure

Mix phenol, alcohol and sodium nitro­prusside and an oxidizing solution which is a mixture of sodium hypochlor­ite and alkaline solution; then after one hour measure intensity in spectro­photometer at 6400oA.

Mix sulphanilamide and naphthylethyle­nediaminei then measure intensity in spectrophotometer at 5430oA.

Reduce nitrate to nitrite by passing through Cd-Cu column; then use nitrite procedure.

Mix molybdic acid, ascorbic acid and trivalent antimony; then measure inten­sity in spectrophotometer at 8550oA.

Dissolve filter in 90% acetone and cen­trifuge ; me asure sup e rnatant liquid in spectrophotometer (concentrations cal­culated with SCOR/UNESCO equations) 6.

Precision

2"0.5%

+1.0%

+0.7%

+1.0%

+0.05%

ISolorzano, L. 1969. De termination of am~onia in natural waters by the phenolhyprochlorite method. Limnol. Oceanogr. 14:799-801.

2Bendschneider, R. and R. J. Robinson. 1952. A new spectrophotometer method f o r the determi n a tion o f nitra t e in seawat er. J. Mar. Res. 11:87-96.

3Morris, A. W. and J. P. Riley. 1963. The determination of nitrate in seawater. Anal. Chim. Acta, 29:272-279.

Wood, E. D., F. A. Armstrong and F. A. Richards. 1967. Determina­tion of nitrate in seawater by cadmium-copper reduction to ni­trate. J. Mar. BioI. Assoc. U.K. 47:23-31.

~, J. and J. P. Riley . 1962. A modified single solution method for the determination of phosphate in natural waters. Anal. Chim. Acta, 27:31-36.

5Strickland, J. D. H. and T. R. Parsons . 1968. A practical handbook of seawater analysis. Fisheries Res. Board of Canada Bull. 167. 311 p.

6UNESCO. 1966 . Monographs on oceano9 raphic methodology.

Strickland and Parsons, p. 185.

4

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Table 2. PHYS ICAL AND CHEMICAL PROCEDURES FOR SED lMENT SAMPLES

Property Measured (Quantity Reported)

Loss on Ignitionl

(g/g)

Me diam Grain Diameter2 (rom)

Graphic Standard Deviation, 6 G3 ( cp )

Water Loss (g/g)

Procedure

Sample heated in air at 550 0 C for 4 hours or more. Weight loss determined.

Sieving, settling tube and pip.ette analyses used to co~struct cumulative frequency curve. Median grain diameter is 50% level on this curve.

Determined graphically from the grain size cumulative frequency curve. t!:, G = (ct> 84 - <p 16) /2

Sample heated overnight at l05 0 C. W·aight loss determined.

lGross, M. G., J. Black, R. Kalin, J. Schramel and R. Smith. 1971. Survey of marine waste deposits, New York metropolitan region. Mar. Sci. Res. Cent., Tech. Rep. No.8, State Univ. of New York, Stony Brook. 72 p.

2Emery, K. o. 1938. Rapid method of mechanical analysis of sands. J. Sediment. Petrol. 8:105-110.

Galehouse, J. S. 1971. Sedimentation analysis, p.69-94. In R. E. Carver (ed.) Procedures in sedimentary petrology. J. Wiley and Sons, Inc., New York. 653 p.

3Folk, Robert L. 1968. Petrology of sedimentary rocks. Hemphill's, Austin, Texas. 170 p.

5

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expressed by the graphic standard de viation of Folk (1968).

Reported in phi (f) units, the graphic standard deviat:.ion measures

the tendency of the grains of a sample to cluster around the

sample median grain diameter. The degree of sediment sorting

decreases as the graphic standard deviation increases. A crude

measure of the abundance of organic ~atter in sediment was

provided by loss on ignition (Gross et aI, 1971).

Interstitial or pore waters occupy the spaces among the

grains in sediment deposits. Interstitial water content in a

sediment sample is reported as water loss. An initial extraction

process precedes the nutrient analyses of the interstitial water.

Distilled 'water is added to the wet sediment sample, and the

mixture is stirred and allowed to settle. The liquid portion of

the mixture is then separated and filtered by a 0.8 ~ Millipore

filter. The filtrate is then analyz e d for ammonia, nitrite,

nitrate and phosphate content by the same analytical techniques

used for the water column samp les (Table 1).

Acknowledgements

We would like to thank Marie Eisel for the sediment analyses,

as well as Marilyn Sherwood, June Chapman and Elaine Jensen for

their help in preparation of the final copies of the bay studies.

6

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"'

REFERENCES

Emery, K. o. 1938. Rapid method of mechanical analysis of sands. J. Sediment. Petrol. 8:105-110.

Folk, Robert L. 1908. Petrology of sedimentary rocks. Hemphill's, Austin, Texas. 170 p.

Galehouse, J. S. 1971. Sedimentation analysis, p.69-94. In R. E. Carver Ced.) Procedures in sedimentary petrology. J. Wiley an~ Sons, Inc., New York. 653 p.

Gross, M. G., J. Black, R. Kalin, J. Schramel and R. Smith. 1971. Survey of marine waste deposits, New York metropolitan region. Mar. Sci. Res. Cent., Tech. Rep. No.8, State Univ. of New York, Stony Brook. 72 p.

Gross, M. G., D. Davies, P. Lin and W. Loeffler. 1972. Characteristics and environmental quality of six north shore bays, Nassau and Suffolk Counties, Long Island, New York. Mar. Sci. Res. Cent., Tech. Rep. No. 14, State Univ. of New York, Stony Brook. 98 p.

Shipek, C. J. 1965. A new deep sea oceanographic system, p.999-1008. In Marine Technology Society, Ocean Science and Ocean Engineering. T~ansactions of the Joint Conference and Exhibit, June 14-17, 1965. Washington, D.C. 1349 p.

7

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6

X.LNflO;) nVSSVN

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"

·::.:··.·:· .. ·:. HEMPSTEA·O ·· . ~ .. ". ;.(..::.:~. ',"" '::.:"-:" ' . .

. .. . ,' .... :, t. : .·.· '. :.-:: ·: : .HARBOR ·:· ··.·. ·

~~"!HASSE~· . ·· .: ..... :.;.::::\1 r::':"<:'''''' . ... ~ 8A Y : . .... I .: .

.. .... :. ,: ~ :-: '.:: I '::::. LITTLE

CITY OF ·:7·:':;\

NEW YORK

"'U' " .' : "\ ........ . . .. :

.... . <i:>.<·· '\ NORTH \

,

HEMPSTEAD \, \ ,

---- I ---------I

OYSTER

BAY

'--

HEMPSTEAD

Ii " E I

o 2 3 4

MILES

Fig. 2. Regional setting, North Shore bays, Nassau County, Long Island, New York.

11

en c II II o r

" o o c Z --I -<

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~ I'\J

Table 3. CRUISE OUTLINE, NORTH SHORE BAYS, NASSAU COU1~TY, NEW YORK

Cruise Date Location

710505 5/5/71 Hempstead Harbor

710610 6/10/71 Manhasset Bay Little Neck Bay

710923 9/23/71 Little Neck Bay Manhasset Bay Hempstead Harbor

711026 10/26/71 Hempstead Harbor

711027 10/27/71 Manhasset Bay Little Neck Bay

711207 12/7/71 Hempstead Harbor

Samples Taken

Water Column Sediment

X

X

X

X X

X X

X X

Techniques Employed

Submersible Pump

X

X

X

X

Shipek

X

X

X

X

X

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I-' LV

• 101

.95.2 • • 93.4

• 82.1

.87.0

\.

. '.

o· . .p:'. : ... ). el09 C······· < e89,. 0~~3·. a

. . . .. " :-

711027

KILOMETERS

o 3 J

I

o 2 STATUTE MILES

.95.6

. . .' 98.1 86.i.~1.4

t... elOll :"

. ,: :' e.17: 1 «.': .. /

. \.J. . .: .5 ···· : ..... . 5.2 . . . .

.106

.104 .98.6 p.: ... .. . ..... .' .

• 99.4 .

(':':' 97.9

711026

Fig. 3 • Dissolved oxygen concentrations (% saturation) in surface waters of three Nassau County harbors.

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~ oj::.

• 13.7

• 21.5

• 22.2

• 24.8

_ 28.6

\ • 33 4· ;p;: ....

. . .34.5": : ·· :: . .

:i. 40.0~~2.2 • • • • 0° . '

711027

KILOMETERS

o 3 I

I

o 2 STATUT E MILES

• • •• 28/.544 .. . ~ .~5.4 . ' .. . ..

. ~.. . .28.2 ... · .. . :.:. . 3 9.6"\· .: . .. ;; ... ·u · .

-:: • 65 ~:6· ::.: ......

711027

.2.25

• 2.85 '·· ...... .

(X· · .3.22- 3 • 72

£.:.-: .. .. .

. . . . • 3.60

( .:: . 4.71

711026

Fig. 4 • NH3

- N concentrations (ug-at/L) in surface waters of thre e Nassau County h a rbor s.

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...... V1

" ,

e20.1

e 25.3

e 24.1

e21.1

e 17.6

elS .1 " '

e 20.9

e • e, is. 5 20.119.9,

C'"

, " , "

, "

e19.1 ...

e,~8:,6,",: ;:, : ',,"

-::( e 19. 7 " "

711027

KILOMETERS

o 3 J

I

o 2 STATUTE MILES

e 13.3

• 16.0",',',

t " , '

, '

.1(7:7.2 ~ ,2,O.S " '

." 4'·' ,," •

• 19. 'i' ' ('::' 17.7

' '''':"

Fig. 5 • N03

-N concentrations (ug-at/L) in surface waters of three Nassau County harbors.

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• 616.5

.. ,,' \ ':, :' \ ,

", \ " \ , .' \ ':, " , ,

1 1

• 169.9

.285.3

~. , "

+ o - 25% ' , ,:

.722.0 ' ,

6. 26 - 50%

\ .':" . ~'" , ..... . • 51 - 75%

.. , , • 76 - 100% , " , \ ' , , \ ...... . \ .... .. . \ ..... ' ' .

..... , -- ... , .: " , ... "' .. , . • 667.7:",

.440.4. 388 • 0 W' ':,' I ' " , '

.359.8 ,:: • .156

742.7 .2 · . . ',. · ... . ,

40-48"

.157.7 \~. ,

0

I 0

.1844 •

.355.6

\ .,", ,:-, -::. , " , . ,

.276.5 ,. '",' . , ,", , . " • 183.1

• 707.6 .212;~":'":, 40-_ ..... ·767.2:: 41

I .",,'

I)' ' I " I " , .

'" " ,.. , .. .. • 775.0

1:,

I " , , . • 2248.',

KILOMETERS

O,~

I I

O,~

STATUTE M.l.ES

11-4.'

,,,I ," z' ...•

• 1067.

"\' I •• :.

I ' , . ' \ ". , -i.,':.

'---\,.692. 5 ~}c1003 .. :. , ,/''' .. ... " ,......... .' .. '. " , ..... ' ..

.360.4

.. ' . , ':::::. "\,): ., 3C 41' .. "

. .

Fig.6. NH 3-N concentrations (numerals in ug-at/L) and ratio of NH 3-N to total nitrogen (symbols in percent) in Little Neck Bay interstitial waters.

16

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• 286.2

((.

\ '. \ '. , • °

0,

' .. ··: ... ~· · "o : "o.

.375.?, .. : .... . . , ' . , .

• 870 8 '-<.:.: ..... . " " , .. , . .

• 117.4 .495.0

\J" '. \ ., , ,. . \.: "

• 288.5 795.1

• 974.6 , :.80

.. ' . . . J

.l.~~~

. .. .844.3.1798 • • 275.8 .782.1. 1228.

• 1028 • .. ~\_- ' , • ' . ' ... - 1 ,

. " :.~:: : ..... : .. '-: ... ~:~~ .~.~> " . " .. " '. , + 0 - 25%

• 26 - 50%

• 51 - 75%

• 76 - 100%

KIL.OMETERS 0 O·Ci 1.0 I·S 2.0

I I I I I I

0 O' Ci 1·0 STATUTE MILES

73- . 44'

\ / ., \ ... . I' .' I ' ••

I '.: . I· .... I .. : .. \ . . \ .. ' . . o \ .. '

• 510 •• 428

';Q9 .,.69:~. 7 1\1 •••

)' ..... . . ' / .. : ,0: .... : .

• • 728.~3 ' .': 952.1 f.::

'. \" 57' . : .:.1~ • 18 • . '. ' . .

17-:' . \ ::.

I· '.

J '.:'. I .. ...

" ." . ' .

. " 40· 4.'

73- 42'

Fig.7. NH3-N concentrations (numerals in ug-at/L) and ratio of NH 3-N to total nitrogen (symbols in percent) in Manhasset Bay interstitial waters.

17

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• 334.1

.439.4

.451.1 . '516.1

.910.0 .226.5\::':':

+ 0 - 25%

626 - 50%

• 51 - 75%

.76 - 100%

0

I 0

KILOMETERS 0·5 1.0 1.5

I I I I

0-5 ' -0 STATUTE MILES

.287.9 .486.2 . 1'

.327.6

.314.6

'. ' . '.,\, .. " : . \ \

2.0 I

• .204.8 .1726·~ ooi:V::: 434.2 6102.3 ./. :.: ...... :

• 368 • 6 • 29.5 • 8 : . • 477.1 !f: . ... .. :

.449.8 , .' . 161.2 .' .. . ..

• • .245.7 269.1 //-.".':

• .678.6 2176 • .' \" .

• 245.7 ':' ·464.1.773.5

• E5~:, 1:\"::':-:' . 673.4.' . .

\ .' . \ " . \ \>.

• 126~8 ·.·:.

. "

" ~ ::. ~ ~: :: .

.743.6 . . _ .694.2

. /:~,A1A~'~'~O .. "

. ' : : . , ~ ( ' ... ~. ,.-.. .... . ' :

:.:<:-..~.'.:, \/'/:" f ':":"\': <':: . . . \ \ ~ . . . ... . : .... \ " .3 97:8' " . " :-' '( " .

\ ,,'\':', .. . -) .315.9

73- 42' 73- 40' .: . I ----

Fig.8 • NH 3-N concentrations (numerals in ug-at/L) and ratio of NH 3-N to total nitrogen (symbols in percent) in Hempstead Harbor interstitial waters. 18

40-52 I

- . '

40-

50'

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61

Ji..LNClO;) )I'IO..3:.iUl S

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COLD pHUNTlNGTON .. SPRING·i·>BAY . . . ....... f · ... " :.'

.HARBOR",.····

'J

A HUNTINGTON HARBOR

B PORT JEFFERSON HARBOR ~ ....

V

~~8 f" i

C MOUNT SINAI HARBOR

tv f-J

j .. " HUNTINGTON .I SMITHTOWN

! I ,I r-----___ -, f----_ i

---------1 i_. __

1 ,/ ISLIP /

BABYLON .I ... ... . _.: i .f . ..:j;q: j", . :.1f\>. Ji'

SOUTH

j i j

BROOKHAVEN L __ /--~--r------

Fig. 9. Regional setting, North Shore bays, Suffolk County, Long Island, New York.

ISLAND SOUND

KILOMETERS o 2 468 I ',' I ',' \ ',' ,

6 MILES

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Cruise

710708

710709

710909 ~ ~

711020

711021

711206

Table 4. CRUISE OUTLINE, NORTH SHORE BAYS, SUFFOLK COUNTY, NEW YORK

Date Location

7/8/71 Mt. Sinai Harbor Setauket Harbor

7/9/71 Port Jefferson Harbor

9/9/71 Huntington Harbor

10/20/71 Huntington Harbor

Huntington Bay

10/21/71 Mt. Sinai Harbor Port Jefferson

Harbor

12/6/71 Huntington Harbor

Huntington Bay

Samples Taken

Water Surface Column Bottom Sediment

X X

X

X X

X X

X X

X X

Techniques Employed

Submersible Pump

X

X

X

Nansen Bottle

X

X

Shipek

X

X

X

X

X

X

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tv LV

.:.?~ \~: . ... >~ • 10i·.· ........... . ~ .... .. . " .. .

• 97.9 :,

\':':, , ,

, , ,

• 95.4' , ,

/" .

" , • . 92.7 , ,

711020

o KILOMETERS 3 I I I I I

o STATUTE MILES 2

~

e III

~ ~ ~:~' ',,:,,::: ,: : ' . . . .

ellS :','. ' .... .111 ,' '

elll t:' elll

... .

711021

e 114

, , .) 1 i 2" ", ' ' :' " ' , ... . .106- 97.5' , ',' ,

.114 • el04 " ':. ,

711021

Fig.lO. Dissolved oxygen concentrations (% saturation) in surface waters of three Suffolk County harbors.

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tv oj:>.

~ . . .. :. , .. ~

. : .. : .. : ... : .. :. e 2.i~.·.·:·:·> ~., " ...

e2 ·\t \ . .

e 3.55.

. /: .. '. : \e,4.85

711020

o KILOMETERS 3

I I I I I

o STATUTE MILES 2

....

e 1.63

e 2.47 '­

.. .\ ell. 2

711021

. . :.

el.50

. ) '-" -:' " . 2 02 ..... ·_ .. .. . .

... • . e 3 .45 '5 07'" . e . . .. ... e 1 • 76 e 4.62' . .

711021

Fig.l l . NH3-N con centr ations (ug-at/L) thr ee Suffolk County h arbors .

in surfa ce waters of

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tv lJ1

. . :/~ ~ 9.4·1 ···:'~ ~". , .. ..

'" .' .

. . .

711020

o KILOMETERS 3

I I I I I

o STATUTE MILES 2

~

... .

.4.10

.2.91.2

.92

.4.38 \::'

711021

.., .3.28

711021

Fig. 12. N03

-N concentrations (ug-at/L) three Suffolk County harbors.

in surface waters of

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... . '. --

o

o

:; I . '. I ': .. /

I I

I

....

/ .... , I I

I I

.1296 •

. .. . ..

KILOMETERS

0.5

1

0 .5

STATUTE MILES

73° 26'

... J \

+ 0 - 25%

&26 - 50%

.51 - 75%

.76 - 100%

.1272 .

40°

54 1

..

40° 53'

73° 25'

Fig.13. NH -N concentrations (numerals in ug-at/L) and ratio of NH 3-N to t6ta1 nitrogen (symbols in percent) in Huntington Harbor interstitial waters.

26

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PO

o

f o

+ 0 - 25%

• 26 - 50%

• 51 - 75%

• 76 - 100%

.... ~':: ..

'--,\.:. ' . • 106.~~ .67.2::.:'::' .. , ' .. '. ", \_-~::':' ..

",I , '. " ..... , ',\,:, .... '.' ..' .

VI .:' .... ", +75 2 .... . .... : .............. . ,'I .... . ..... : . ... '., ..... "fZ."~"""""':"':':"""'" ... , iJ' ... ... . .58.1 . __ <~:.-: : .. .... ::.:.~~, .:.:,,' , 8

': '''-/ ~~'' .73.8 . '. :' I I.'.' • '. • 58 8 • S3. 9 .... . \. • . . . I / . . •

" .

• 41. 7 • lS3.4

+63.9

':l

I) '. ........ :~, .. ..:;

,~ , , ' . , 206.2

. •... , I • I \ \ ,-"--

• 324.4~ .. -.,

N"" ..... '

J I "':' : / f'" •

/ \' : .. I \: '. I I ::. I 1 •••

1.124 'S' I •

I '-\ ' I I . '.

~.> .. :.:::.::.:.. / '-'~ .. : .... /1 • • • • I • 15 2 • 1 . : . ,-,/,'.':' '/r/ .. ':.' , -- ," .... . . -- ' -,,' // .:::.... :. ~.10-4-S- / .. ':' ·:·: ... ·:40·

• • • ,I' • • • -

• .'. '.~ " I" • 57' .168.7' .

KILOMETERS

0.5 1.0

1 0.25

J 0.5

J ."

STATUTE MILES '--____ --.JL--_' _______ ~7~3~·LE.! 06'

Fig.14. NH3-N concentrations (numerals in ug-at/L) and ratio of NH3-N to total nitrogen (symbols in percent) in Setauket Harbor interstitial waters.

27

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. , . ~ .

: <: :: ... :: ... :: < .. + 63. ~~: .. ~ :.: .. :::::: ::.: ..... :~:: .• 14~.~ .~:::.

-.'" '- .... -.... --"" c ___ _

646.4

6269.0

~, .. -::.>.

. ." \ .. .. ......... ~ , .:: ',:..;. , ... 6171.0

6 72.8

," ..... _/] , \ / 6 186.2 \ I \ I I I

~ I

'-"

6 107.8

688.0

684.2

668.9::,-

\ ..... + 72 .4(.:.: : :

660.3': ...

, ~.:: , . : \ : ..

\ : . \ ....

687.2 \ '; "

+ 0 - 25%

6 26 - 50%

.51 - 75%

.76 - 100%

I~'

'-' 6 206.4 6 124.6

6206.6 697.8 + 42.5

6 98 . 8 '- ......

664.6 6 88.8 ......

6140.2 \

\ \ '" \ .... \ ' . .-

.... ......... : .... ..

... : : 0° .. .... • .. " .. " ..

. , 6 80.6 \ \

\ :'" \ '.:::

\ '::':" . " ... ... . .. :. ' . . '" . '~""-" 691.8

40 -

66 1

: ', ., .. .. ' ...... ,' .. " , ' ....

" ',<~< ... : .. ..

.117.9 "\ ' .. :. \ .

KILOMETERS

........ .. : ..........

.' , ....... .. . : ... .. ..

o 0,5 1.0

I I I o 0.25 0.5

STATUTE MILES

1~· 015 1 ~O·

6156.4

692.4

Fig.15. NH 3-N concentrations (numerals in ug-at/L) and ratio of NH 3-N to total nitrogen (symbols in percent) in Port Jefferson Harbor interstitial waters.

28

, . "

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tv ~

.---~ ,

J

~

+ 28 .4 < - - - - -. - - - - - - - -I'~ • __ ., •• .•••••• '. ' .:.:.,'. '.-:-:. '., .' •••••••• ~ ••• ••• -:-:'

••• •••• : .:.:.: ....... ~.: •••••••••• ~ ..... .. ......... " •• 0°.. .. ... .. ' .. .. .. .... ' .. .... . I. . -,.-. . T". • , • ' ''''' • • . . • '. ., • ." • • .'. .•.• . . . . . ' •

i':'. . :.". '.: .. " ... '

.6 ~ .' ....... .. ................. ' ......... . ... :. :.::.:. :.:.:.: ...... .

93.2··· ........ ' ... ' ................... '. f ~-- -.:..---.--,.,,'------~ .. .

-, • 192.0 + 19.3 A 84.8 .116.4 • 103.7

• 150.9 A 66.0 ,'~~ J.'. ' .. 76.5 .. 26.2 .. 115.3 :/::~'::

• 132.6 • 8~.2:.:.:::' -, d--' _ ~ ... ' . .... . ..... -- , ........ . .... . A 77.7 ~ ......... :-:.:: ...... ' . . : .. :.: ...... : :.:. '\' .. :.' .. .'.::. ~.: .. ::. -- - ...... ~ . . '. '.' .... .. .: ' . ". '. '. . 40-,' .. -:-: ..... '. .:-: '.:' '.:. :.' .'. .:: ': .'::" . :-: .:: .

• 64'8~··.·.:.:.. ":.::.'::. '.: \.:. .':: ... . 57' • ..-:.:-.... :.:.;,::. ;:: .. :':: '::.\ "> '.>. '::.:=.:. -;;

.' ..... ~. . ,.\ '.' .' . ·30 '. ' :.11',·'., .. :'.

o - 25%

KILOMETERS • 26 - 50%

o 0.5 • 51 - 75% I I I

o 0.25 • 76 - 100%

STATUTE HILES

73- 02' 30" 73° 01' 30"

Fig.1E. NH3-N concentrations (numerals in ug-at/L) and ratio of NH -N to total nitrogen (symbols in percent) in Mt. Sinai Harbor . 3 't' 1 t lnterstl la wa ers.

400 -57'

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