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Xitrates may also be considered as indicators of contamination by
sewage, for nitrogen exists in all excreta as nitrates or in forms
readily convertible to nitrates through oxidation. Waters that
contain more than 6 or 7 parts per million of nitrate should be
looked on with suspicion and subjected to bacteriologic examination.
A content of more than 12 parts per million of nitrate usually
indicates gross contamination. Waters in which the total min-
eral content is unusiuilly high may be approved though the nitrate
is a little high, whereas in waters with a low total mineral con-
tent less nitrate is alloAvable. In general waters that are high in
both nitrate and chloride indicate contamination by human ex-
creta, Avhereas waters that are high in nitrate but contain only a
normal amount of chloride indicate contamination hj live stock.
Although waters that contain less than 6 parts per million of chlo-
ride are probably free from animal contamination, waters that have
unusually little or no nitrate should be treated wdth suspicion, for
sewage often contains denitrifying bacteria which destroy the
nitrates and convert them to nitrites and perhaps to free nitrogen
and am.monia. Because of the comparatively unstable character of
the nitrogen in the nitrates, the nitrate content is a far less reliable
indicator of pollution than chloride, w'hich is chemicall}'^ very stable.
^ Smith, H. E., Connecticut State Board of Health Kept, for 1002, pp. 227-242.
Orf^iiry, U. E., ;mfl Ellis, I'. E.. I'mlfrcronnd-water r(<sources of (.'onnecricut : U. S.
Geol. Survpy Water-Supply Paper 232, p. 108, 1909.
62 GROUND WATER Ilf WOEWALK AND OTHER AREAS, CONN.
It is 2)ossible in general to locate the source of excessive chloride
or nitrate by inspection of the surroundings of the well or spring
from which the sample for analysis was obtained. In fact, it is
often ])ossible on simple examination of the premises to predict that
analysis will show excessive chloride or nitrate.
In addition to making safe the location of a well, or spring by
seeing to it that no potential source of pollution is near, precautions
should be taken to prevent the entrance of surface wash. The
ground around dug wells should be filled in and' tamped enough to
make rain water and drippings flow away from them and not back
into them. An excellent protection is a concrete apron several feet
wide on ail sides of the well and sloping away from it. Cattle^
should be kej^t away from wells and springs by a fence, and the^'
should be watered at a trough some distance away. Drilled wells
should have the iron casing set firmly into the bedrock to prevent
the entrance of shallow ground water, and the casing should extend
a foot above the ground to keep out surface wash. A little extra
care, labor, and expense in the protection of a w^ater supply will be
well repaid by the feeling of safety gained, if not by the saving of
doctors' bills and perhaps even of life.
TABULATIONS.
The results of the analyses and assays and the computations based
on them are tabulated for each town included in this report.
Tables of analyses and assays comparing the waters from the vari-
ous water-bearing formations are given on page 64. Within each
table the data have been grouped according to the geologic for-
mation from which the waters were obtained, and the average
amounts of each constituent are reported, together with the number
of analyses or assays used in obtaining the average. Figure 12 is a
graphic representation of the table comparing the groups of analyses.
The analyses of dolomite water and beach-sancl water are not plotted
except as they are involved in the general average of the 25 analyses.
With the possible exception of the analyses of w^aters from strati-
fied drift and till, the number of analyses available is too small to
represent adequately the average composition of waters from tlie
various water-bearing formations. As it is inadvisable to draw
generalizations from these data regarding the quality of water by
formations, the graph (see fig. 12) and tables of averages are pre-
sented with that understanding and are not intended to be inter-
preted as conclusive.
The presence of carbonate in waters is dependent upon the con-
dition of its chemical equilibrium with bicarbonate. As the
(iROi'xn WATioi; loi; itiujc sri'j'LN
(>3
64
GROUND WATER IN NORWALK AND OTHER AREAS, CONN.
equilibrium is a variable, separate averages of carbonate and bicar-
bonate are often difficult of interpretation. Thus it will be noticed
in the table of averages of analyses that some of the waters con-
tained no carbonate at the time of analysis, although it is possible
that under certain conditions carbonate might be present in them.
As a basis for more careful comparison of the waters it would be
advisable to convert the bicarbonate into carbonate by dividing the
figure for bicarbonate by 2.03.
Averages of groups of analyses of waters from the icater-l)earing formations of
the Nor walk, Suffiehl, and Glastonhurij areas, Connecticut.
[Parts per million except as otherwise stated.]
o jo
^^•
m
,
M
^
■3
o o
o
■ ^
2
■rt
fHo,
2r7
^
^
■^
o
M
^
2
'^s
Formation.
d
a
i
a
3
'o
i
■a
1
li
03
f
o
^5
o
d
+3^ — '
Kl
a
•3
CO
o
o
o3'~'
"o
o
|d
s
o
a.S
i
o
CO
g
2 2
2; '^
Gneiss
26
17
0.65
14
13
IS
4.1
4 fi
8.2
18
2.7
0
48
77
17
14
4.4
6.2
0.22
.08
100
114
SO
64
72
78
23
49
2
Dolomite
al
Sandstone
?fi
3?
44
Q ?.
21
4 6
8?,
105
4 1
? 8
960
1,50
170
57
3
Stratified drift
19
■SO
13
3 7
17
0
49
19
13
7 0
119
48
64
45
10
Till
?3
m
14
5 5
15
P
70
14
8.7
3.6
115
59
75
39
8
11
21
.32
.32
22
18
6.0
5.1
37
17
.0
1.0
90
42
49
29
30
10
4.4
4.5
218
140
80
66
86
82
100
45
ol
Average of 25 analyses
a Only analysis available from this formation.
Averages of groups of assays of iraters from the various irater-hearing fotma-
tions of the Norwalk, Suffield, and Glastonbury areas, Connecticut.
(Parts per million except as otherwise stated.]
Formation.
Hi
so
03O
csO
ao
«2
°.2
.CI
eg
is
O in .
<s a,
o « O
m.2
■ W.J
Gneiss
Sandstone
Stratified drift
Till
Average of 42 assays
0.32
.25
.22
.21
.22
3.3
4.0
.0
.9
76
135
44
109
48
8.6
17
12
17
204
193
113
161
129
52
96
125
153
77
120
102
42
TEMPERATirRE OF GROUND WATER.
The temperature of ground water depends on and tends to become
the same as that of the material through which it circulates. A layer
a few inches thick at the top of the ground varies greatly in tempera-
ture every 24 hours, owing to the heating effect of the sun in the da}^-
time and the radiation of heat at night. This phenomenon is particu-
GROU.XI) WATKIl FOR rUBLIC SUPrLY. 65
lai'ly noticeable early in the sprin^-, when the <i:r()iin(l Ireezes liai'd at
night but tlunvs and beeomejs sol't and nuuUly (buin<>- the day. At a
moderate depth these diurnal variations become negligible and only
seasonal fluctuations oi" tem])erature occur. These seasonal fluc-
tuations of temperatuie correspond to the freezing of the gi'oimd
to a depth of several feet in the fall and the spring thawing of
this ground, which has remained frozen through the winter.
At a still greater depth there are not even seasonal fluctuations and
the temperature is uniform the year around. The depth of this zone
of no seasonal fluctuation of temperature is believed to be r»0 or 60
feet. Its temperature tends to be the same as the mean annual
temperature of the locality, and water which circulates through it
tends to have the same temperature as the mean annual temperature.
In the southern part of tlie Xorwalk area the normal ground-water
temperature is probably about 49.5° F., the mean annual temperature
at New Haven, a place of similar situation.^ In the northern part
of the Xorwalk area the normal ground-water temperature is per-
liaps 1° lower because of the gi'eater elevation and the greater
distance from the ameliorating influence of Long Island Sound.
In the Suffield area the normal ground-water temperature is probably
about 48.5°, the mean annual temperature at Hartford. This will
also hold for the northern or lowland part of the Glastonbury area,
but in the southern or highland part the normal ground-water
temperature will be half a degree or a degree lower. In the region
of no seasonal fluctuation of temperature there is a rather uniform
increase of temperature with increasing depth, due to the internal
heat of the earth. This amounts to 1° F. for every 50 to 100 feet
increase in depth, so that deep drilled wells usually get slightly
warmer water.
Springs and wells whose waters have traveled a considerable
distance in the zone of no seasonal fluctuation should have this
temperature uniformly the year around. If the circulation has been
in large part in the zone of seasonal fluctuation the water will be
warmer in summer than in winter. It seems probable that springs
on north slopes, where the heating effect of the sun is at a minimum,
would be a little cooler than normal, and springs on south slopes,
where insolation is at a maximum, would be a little warmer than
normal. Because of this factor and because of the increase of
temperature in depth, the actual temperature of the water is of less
importance in determining whether Avater has circulated near the
surface or at considerable depth than the uniformity of the tempera-
ture the year around.
• Summaries of climatolocacal data hy flections : U. S. Weatlior Bviroau P.ull. 2. pt. 2,
sec. 105, p. 11, 1905.
1.54444°— 20 5
66 GROTJls^D WATER liV NORWALK All^D OTHER AREAS, CONJST.
DETAILED DESCRIPTIONS OF TOWNS.
DABIEN.
AREA, I^OPULATION, AJTD INDUSTRIES.
Darien is on the southern liorder of S'airfield County, between
Stamford and Korwalk, Long Island Sound forms the south
boundary and Noroton Kiver the Yv^est boundary. The east boundary
m part follows Fivemile Kiver. The area of the town is about 13
square miles, of which 3 square miles, or about 25 per ceiit of the
whole area, is wood.ed.