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TRANSCRIPT
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
..
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
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
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
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
...
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
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
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
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
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
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
"'
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
6
X.LNflO;) nVSSVN
"
·::.:··.·:· .. ·:. 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 -<
~ 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
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.
~ 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.
...... 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.
• 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' .. "
o·
. .
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
• 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
• 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'
61
Ji..LNClO;) )I'IO..3:.iUl S
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
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
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.
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
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
... . '. --
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
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
. , . ~ .
: <: :: ... :: ... :: < .. + 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
, . "
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'