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Site
Conditions
Sybil Creek is a tidally
dominated marsh system located within the Branford River watershed in
Branford, Connecticut. The marsh system (Fig.
1) consists of two major habitats; those below the tide gates (West
Marsh) supporting a healthy New England type marsh dominated by salt marsh
grasses (Spartina spp.) and the areas located above the gates on Rt 146
(East, Central and North Marshes) that supports large stands of common
reedgrass. The hydrology of the area above Rt 146 has been restricted
for the better part of this century and the changes in habitat structure
are common to many New England tidal marshes where similar restrictions
to the tides have been observed. The Sybil Creek site was first identified
during the early 1980's as a site of importance for restoration (Orson
et al., 1982). Problems with homes built at or below sea level has delayed
restoration of the site until now. At present, engineering plans and finances
are in place so that the restoration of the site can begin to move forward.
Within the next few years, the State of Connecticut will increase tidal
flushing to the site and begin a program of restoration using hydrologic
manipulations. Before that project begins it will be imperative that baseline
sampling be conducted at the site prior to restoration so that it will
be possible to establish and assess the success of any management plan
for the area (Orson et al., 1997).
An engineering analysis completed in 1996 (Milone and MacBroom 1996) divided
the Sybil Creek marsh system into four major areas; the East Marsh (areas
downstream of Rt 146), Central Marsh (marsh just above the gates at Rt
146 at the end of Waverly Rd, North Marsh (the extension of Central Marsh
beyond a major upland island and upstream of Waverly Park Rd) and West
Marsh (marsh above the Waverly Park Rd culvert that runs out along the
coast). For purposes of discussion here we will use the same divisions
in this report (Fig.
1).
The 1996 engineering report found that the channel invert elevations at
the tide gates on Rt 146 were -2.95 ft. (-0.90 m) NGVD downstream and
-0.65 ft (0.20 m) NGVD upstream with the typical marsh elevation in the
restricted marsh at 1.2 (0.37 m) to 1.4 ft. (0.43 m) NGVD. It was also
noted that the occurrence of high tide upstream of the gates (Central
marsh channel) lagged behind the unrestricted marsh by about 2 hours.
Under normal tides, the highest measured water elevations were 4.9 ft
(1.49 m) NGVD below Rt 146 and 0.9 ft (0.27 m) NGVD above Rt 146. However
during a storm event (nor'easter), highs were recorded at 6.27 ft. (1.91
m) NGVD and 1.46 ft. (0.44 m) NGVD three hours later, respectively.
While investigating the hydrology and topography of the site, the 1996
report also collected some salinity and pH data (Table 1). The analyses
showed that the salinities below the gates are similar to those found
in the harbor and along the coast (between 20 and 25 ppt) while those
measurements taken above the Rt 146 gates were considerably lower. Similar
trends were noted during this investigation (Table 1). Acidification of
the system was not a problem (the lowest measured pH was 6.5 in the East
Marsh).
TABLE
1. Water
salinity readings for Sybil Creek. 1995 Salinity and pH readings taken
on November 28, 1995, during a flood tide (from Milone and MacBroom 1996).
2000 Salinity readings were taken on August 16, 2000 during a flood tide
[note: summer 2000 was wet and cool]
LOCATION |
Salinity
(ppt)
1995/2000
|
Depth
(m) |
pH |
Water
Surface Elevation (m) NGVD |
- |
|
|
|
|
WEST MARSH |
-
|
-
|
-
|
-
|
D/S Rt 146 |
10/17 |
surface |
7.58 |
0.88
|
- |
8/18 |
surface |
- |
-
|
- |
20/21 |
0.61 |
- |
-
|
- |
20/21 |
1.22 |
- |
-
|
- |
21/21 |
1.52 |
- |
-
|
Transect #1 |
x /21 |
0.30 |
- |
-
|
Transect #2 |
x /19 |
0.30 |
- |
-
|
|
- |
- |
- |
-
|
CENTRAL MARSH |
- |
- |
- |
-
|
U/S Rt 146 |
20/18 |
surface |
7.49 |
0.19
|
- |
20/19 |
0.46 |
- |
-
|
- |
21/19 |
surface |
- |
0.26
|
End of Waverly Rd |
14/16 |
surface |
7.39 |
-
|
D/S Waverly Park Rd |
7/9 |
surface |
- |
-
|
- |
19/ x |
surface |
7.66 |
0.15
|
Transect #3 |
x /11 |
0.30 |
- |
0.16
|
|
-- |
- |
- |
-
|
NORTH MARSH |
- |
- |
- |
-
|
ditch |
3/ x |
surface |
7.64 |
0.16
|
main channel |
x /9 |
0.30 |
- |
-
|
Transect #4 |
x /7 |
0.30 |
- |
-
|
Transect #5 |
x /5 |
0.30 |
- |
-
|
- |
- |
0.30 |
- |
-
|
EAST MARSH |
- |
- |
- |
-
|
U/S Waverly Park Rd |
7/8 |
surface |
- |
-
|
near condos |
5/6 |
surface |
6.50 |
-
|
panne |
10/3 |
surface |
- |
-
|
panne |
5/3 |
surface |
- |
-
|
panne |
10/7 |
surface |
- |
-
|
channel |
x /6 |
0.30 |
- |
-
|
|