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WHAT WE DO - Education
- Passaic River Basin

The
Passaic River Basin is roughly elliptical in shape,
and drains approximately 935 square miles of
Northern New Jersey and Southern New York State. The
amount and character of flooding varies within the
three main regions of the basin:
- the Highlands
- the Central Basin
- the Lower Valley
The Highlands are a series of parallel
ridges running in a northeast/southwest direction.
This area drains 489 square miles of watershed. Most
major tributaries of the Passaic River drain from
the Highlands. These are the Whippany, Rockaway,
Pequannock, Wanaque, Ramapo, and Pompton Rivers.
The Public Vision for the Future of the Highlands
Region is that it remain an oasis of open land that
can provide a sustained quality of life and
environmental integrity...
Preamble, 1992 New York - New Jersey Highlands Regional
Study
Passaic River Basin
(click on a map to enlarge it)
These waterways and their tributaries are
characterized by flash floods; the valleys are
narrow and steep sided. Development in this area has
been limited, compared to the other two regions, due
to the topography.
Flooding, however, is a common occurrence in
established towns. For example, Morristown, on the
Whippany River, and Denville and Dover on the
Rockaway River are representative municipalities in
the Highlands that have had major flood damages.
The Central Basin is comprised of large areas of meadows and swamps. At least 27, 000
acres of freshwater wetlands still exist in the
Central Basin. It is a broad and relatively flat
valley that extends from Long Hill Township in the
south, to Pequannock Township in the north.
Flooding has occurred primarily in Wayne, Lincoln Park,
Pequannock, Pompton Lakes, and Fairfield. The flood
plain of the Passaic River ranges from 5,000 to
20,000 feet in width throughout much of the Central
Basin, narrowing to approximately 100 to 4,000 feet
at Chatham Borough.
The Lower Valley extends from Little Falls to Newark Bay. It is 173 square
miles in size. The Lower Valley is fairly flat and
the flow of the Passaic River is quite slow as it
broadens out and empties into Newark Bay. The Lower
Valley is the most extensively developed area of the
watershed, including cities such as Paterson,
Passaic and Newark, where the waterfronts are nearly
entirely developed and public access is limited.
MOGGY HOLLOW, PARTNER OF A
GLACIER, A SIGHT TO STILL BEHOLD
The
Wisconsin glacier, or ice sheet, started its
southern movement about 50,000 years ago. This is a
relatively short time geologically when you consider
that the red shale that the Central Basin of the
Passaic River rests upon was laid down as a sediment
about 185,000,000 years ago during Triassic Time and
that the trap ridges or Watchung Mountains boiled
out of the earth as molten lava and solidified
about 175,000,000 years ago, also during Triassic
Time.
The
Wisconsin ice sheet reached the Paterson-Little
Falls approximately 15,000 years ago and continued
on to its terminal moraine, or most southern
position, reaching it about 3,000 years later or
about 12,000 years ago. As the ice sheet melted and
started to retreat back towards Paterson again, the
progress was much faster, taking only about 1,000
years. So Lake Passaic, as such, ceased being about
11,000 years ago. This was followed by post-glacial
lakes. Even today we have The Great Piece Meadows,
Hatfield Swamp and The Great Swamp as relatively
shallow remains of the past.
When the Wisconsin ice sheet, or glacier, reached
the gaps at Paterson and Little Falls and sealed
them off, any drainage in front of the ice
accumulated as a lake. Any lake formed would be very
small and shallow since the overflow was over the
low divide separating the drainage basin which may
have had its outlet at Little Falls from that which
had its outlet through the Short Hills gap.

As
the glacier continued on its southern course, it
closed off the Short Hills gap. This gap, through
the Watchung Mountains, being the original course of
the Hudson River until erosion further north changed
the course of the Hudson to today's location. With
the Short Hills gap closed by the ice, the water
before the glacier filled the basin to a depth of
approximately 160 to 200 feet until a new outlet was
reached. This was at Moggy Hollow. (See figure 1.)
As
the glacier retreated, it plugged the pre-glacial
outlet at Short Hills with drift and Moggy Hollow
remained the outlet of the lake. The lake grew in
size as the ice retreated and at its maximum size,
Lake Passaic was about 30 miles long, 8 to 10 miles
wide, 240 feet deep at its maximum and 160 to 200
feet deep over wide areas. When the glacier
retreated north to the Paterson-Little Falls gaps,
they were opened, and the lake drained through them,
thus ending the overflow through Moggy Hollow. In
the years necessary for the water to wear down the
hard rocks in the gaps to their present level, there
were post-glacial lakes in the basin.
The longest lived of these was the one that occupied the area
of The Great Swamp northwest of Long Hill, which
lasted while the overflow was cutting the narrow
gorge at Millington. The elevation of this lake at
the outset was about 320 feet above the sea but as
the outlet was slowly cut down to its present level
of 221 feet, the lake was drained.
THE HISTORY OF THE PASSAIC
RIVER FLOOD TUNNEL
The Passaic River Basin has been recognized by hydrologic
experts as one of the most flood-prone river systems
in the United States. Since 1870, governments have
tried to devise plans to control this river. Prior
to 1902, flood control for the Passaic River Basin
was limited to ditching local swamps and desnagging
and enlarging sections of the Passaic River's
channel. For the period from 1902 through 1936, the
State of New Jersey established Flood District Comm.
to formulate plans to alleviate the flooding.
Recommendations included the construction of dams and
reservoirs, channel enlargements, dry detention
basins, flood gates, and a "tunnel." Although there
were at least five major floods during this time
period, each project was deemed too expensive,
inadequate, or inadvisable. None were implemented.
In 1936, Congress authorized the U.S. Army Corps of
Engineers (Corps) to conduct a survey of the Passaic
River Basin for flood control in response to the
worst winter flood since 1902. This flood was the
result of a 6 inch rainfall and a 5 inch snowmelt
over an eight day period, peaking twice, eight days
apart.
Channel enlargements were recommended by the Passaic River
Valley Flood Control Comm., while the Corps results
were still pending. In 1939, the first Corps plan
was presented. It combined dry detention basins and
channel improvements. This plan was abandoned due to
the onset of World War II. In 1945, a severe flood
swept through the Basin, and the Corps renewed its
study. The next plan replaced the dry basin plan
with a dual-purpose reservoir. This plan met with
opposition from landowners. Continued flooding
prompted then New Jersey Governor Alfred E. Driscoll
to appoint the Passaic Valley Flood Control
Committee. In 1955, after three years of study, the
Committee presented several alternatives included
utilizing natural storage areas, prevention of
further encroachment on the flood plain, clearing
the flood plain, protecting industrial areas with
walls and dikes, and stream and river desnagging.
These findings were submitted to the Corps.
In 1956, the Corps presented a new plan for reservoir and
detention areas, channel widening, stricter flood
plain zoning, and a 7-mile long tunnel. Lacking
support, the plans were returned for revision, with
the direction to include water conservation
measures. At the time, New Jersey was experiencing a
4-year drought. As encroachments and filling of
riparian wetlands continued unchecked, and local
populations increased, so did the frequency and
severity of flooding events. The Corps, responding
to a new urgency, presented four alternatives in the
1968 document known as the Passaic River Basin Water
Resources Bulletin.
Their recommended plan (Plan III) called for the construction
of two large dams and reservoirs, received partial support from the public and was endorsed by
then Governor Richard Hughes, in 1969. Severe storms
and floods continued to wreak havoc in the basin,
keeping the issue in the press. In 1973, after a
review by the Board of Engineers for Rivers and
Harbors in Washington D.C., several problems were
outlined, both economic and environmental, and an
alternative was proposed (Plan II B) which also
included dams, a reservoir, and a dry detention
basin. Public opinion was divided, but the plan was
approved by then Governor Brendan Byrne.
In
1976, hearings of the House Public Works
Subcommittee on Water Resources ordered several
restrictions on the Plan, the first of which
required that a full range of non-structural flood
control alternatives be considered. To be included
in the plan were land acquisition, flood plain
mapping, flood proofing, early waning systems, and
relocation of structures. Also suggested for
secondary consideration were a tunnel or system of
tunnels, local improvements to stream capacities,
combining water supply objectives with flood control
objectives, groundwater and aquifer issues, and
existing reservoir management.
A new study was begun in 1977 to alleviate the $85 million
dollars average annual damages from flooding. After
evaluating the economic, environmental, and social
issues, the Sate of New Jersey, in 1984, selected a
modified Corps preferred alternative: The
Pompton/Passaic Dual Inlet Tunnel Diversion Plan.
The original design, which proposed a 13.5 mile
flood tunnel that would outlet at the Clifton/Nutley
border, was rejected. The major elements of the
project were the 40 foot diameter, 20.1 mile long
tunnel, a 22-foot diameter, 1.2 mile long spur
tunnel, two inlets, one outlet, at least four
workshafts along the tunnel pathway, "natural"
storage areas, channel modifications, ponding areas,
levees, and flood walls. The outlet of the tunnel
would be located in Newark Bay, 1,500 feet south of
Kearny Point.
The 20.1-mile long main tunnel would carry flood waters from
an inlet at the confluence of the Pequannock,
Wanaque, Ramapo, and Pompton Rivers, The 1.2-mile
long spur would carry floodwaters from the Passaic
River, downstream from Two Bridges, to a connection
with the main tunnel beneath the borough of Totowa.
The Foodwarning and Forecasting System would be
pressed into service to establish operating signals
for the tunnel. Most of the major channel
modifications occur near the two inlets. They will
modify several portions of the Passaic, Pompton,
Ramapo, Wanaque, and Pequannock Rivers. There are
also two interim projects slated to be constructed
prior to the construction of the diversion tunnel.
These two projects include major stream alterations,
including channelization to the Saddle River and
Ramapo River.
The environmental impacts of the tunnel are staggering. The
following list summarizes some of the more damaging
impacts the proposed tunnel would create:
·
Loss of water quality -
affecting human health and recreation, and affecting biotic
ecosystems.
·
Loss of wildlife habitat - while mitigation would replace lost wetlands, there is no
guarantee wildlife will migrate to new areas, and in
the case of non-migratory species, there would be no
assurance of their survival once habitat has been
destroyed.
·
Loss of water quality - groundwater recharge would be severely curtailed by the
removal of millions of cubic feet of water from
recharge areas.
·
Loss of recreational opportunities and access
- loss of public parklands and access areas will be
"taken" for ponding and retention areas. Riverfront
access will be impeded by levees, dikes, and
floodwalls.
In September 1995, the Corps issued another series of reports
on the flood tunnel and their version of a buyout.
Governor Christine Todd Witman has indicated that
shed will make a decision once she has heard from
the public. The PRC will respond in its usual
thorough manner.
AND SO IT CONTINUES!. |