|
by Jim Schill
|

The
Grundocrack Goliath is lowered into the launch pit.
|
Hydrogen sulfide gas is one of
concretes biggest enemies. Over time, the build up of
that gas can destroy an RCP sewer line. The problem occurs
more commonly in the warm, dry climates of the Southwestern
and Western United States. That was the exact situation that
the Padre Dam Municipal Water District faced recently in the
City of Santee, CA.
The districts
existing 21-inch RCP sewer trunk line deteriorated to the
point were officials decided it was time to replace it. Padre
Dam Assistant Engineer Pat Rymer explained, "This particular
section was part of the backbone of the system and was installed
in 1958. In 1999 we actually had a collapse of that pipeline.
That prompted us to go ahead and expedite the replacement
project."
Once
the decision was made to replace the 3,900-ft sewer line,
how to replace the line was the next issue. After considering
the options, the district decided to specify pipe bursting
in the bid. ARB Constructors, Lake Forest, CA was awarded
the bid. Using a Grundocrack pneumatic bursting tool from
TT Technologies, Aurora, IL, ARB would attempt to replace
the failing 21-inch pipe with 28-inch O.D. SDR 19 HDPE with
an I.D. of approximately 25 inches.
Background
The Padre Dam Municipal Water District
(PDMWD) is probably best known for its water recycling facility.
From their youth, many people may remember the educational
film about, "The Town that Launders Its Water."
The water reclamation plant was the first one built in the
United States and dates back to 1959. The facility is able
to produce two million gallons of recycled water per day.
One million gallons of that reclaimed
water is used to maintain several lakes operated by Padre
Dam and irrigate landscaping in area parks. The other million
gallons is sold to various commercial and governmental agencies
with irrigational needs. The water is safe for body contact,
but it is not treated to potable water standards. The failed
trunk line in Santee feeds directly to the plant.
In addition to the water reclamation
facility, the PDMWD provides water and wastewater services
to an 85-square-mile area of eastern San Diego County. The
service area population totals 134,600, 70,000 of which live
in the city of Santee. While still a public agency, local
city and county officials do not govern the PDMWD. The PDMWD
consisted of a five-member board that is elected during general
elections.
Naturally, when a large-scale rehabilitation
or replacement project occurs, members of the PDMWD work to
provide an economically and environmentally sound solution
to the problem. The location and nature of this sewer line
replacement project gave the PDMWD the opportunity to use
pipe bursting for the first time in its district.
|

The
18-in. Grundocrack replaced and upsized 21-in. RCP with
28-in. OD HDPE. The original RCP line had deteriorated
from years of exposure to hydrogen sulfide gas.
|
Bursting Options
Having never bid a bursting job
before, Rymer needed to do some research. He said, "When
we first started, that was our biggest concern; how are we
going to spec this? But we have a very active inter-agency
group that works on design specifications and parameters.
They were able to find a similar spec and massage
it a little to fit our situation. We also utilized information
from the web, manufacturers and other entities to build the
final project bid."
According to ARB Division Manager
Dave Arthurs, the scope of bursting was increased with a little
convincing. He said, "The original outline called for
approximately half of the job to be completed through pipe
bursting and the other half through traditional open cut.
We looked at the project closely and realized we could complete
the entire 3,900 feet through pipe bursting and save everyone
a lot of headaches."
Rymer said, "The downstream
portion was earmarked for bursting, but the upstream portion
was let as open cut. Dave recommended bursting for the entire
project and we were glad he did. It really made a difference
in restoration and paving costs."
If completed as an open cut project,
over 50 mature pine trees would have had to have been replaced.
According to Rymer, some trees had trunk diameters in excess
of 12-inches. To complicate matters further, neither Padre
Dam nor the city of Santee owned the trees. A residence association
that maintained a complex of condominiums along the replacement
route owned the trees. As it turned out, through pipe bursting,
only two trees needed to be replaced.
The Bypass
One of the most significant aspects
of the Padre Dam bursting project was the complex bypass system
put in place by ARB. Arthurs said, "We received flow
statistics from Pat at Padre Dam. With approximately 75 service
laterals, we knew the bypass would be substantial."
The project was divided up into
four sections with each section averaging 800 feet. The ARB
crew used 10-inch HDPE and massive 10-inch diameter pumps
for the main bypass. It took approximately one week to set
up an 800-ft section of bypass.
Pipe Bursting Specialist Rick Melvin
from TT Technologies provided technical support on the project.
He said, "This was the most sophisticated bypass Ive
ever seen. Services were individually pumped with very quiet
electric pumps. The entire system was monitored 24 hours a
day until each section of bursting was complete. The bypass
was designed to handle in excess of 2 million gallons per
day. Thats amazing!"
The Burst
|

Sections
as large as 600 feet of 28-inch SDR 19 HDPE were installed
in a single run. Pipe rollers were used to lessen pipe
drag.
|
Each 800-ft section of the project
was sub-sectioned into two or three runs of several hundred
feet each. The ARB crew used an 18-inch diameter Grundocrack
Goliath from TT Technologies with a 32-inch O.D. rear expander.
To provide the needed pulling tension a 20-ton Grundowinch
was also used.
According to Melvin, the Grundowinch
played a key role. Melvin said, "The Grundowinch provides
constant tension at variable speeds. It guides the tool through
the host pipe while compensating for changes in speed. This
prevents slack from developing in the line and helps the bursting
go smoothly. This is very important with debris in the host
pipe.
We discovered a lot of debris in
the 21-inch RCP. For pipe bursting to be successful, most
of the debris needed to be removed. Anywhere from 5 to 10
yards of debris was removed from each section of pipe before
bursting. Much of the debris was aggregate and rubble from
the deteriorated crown of the pipe."
Another key to the success of the
Padre Dam project was the use of bentonite lubrication during
each burst. ARB employed two Grundomudd Bentonite mixing and
delivery systems to produce the necessary mixture and amount
of bentonite slurry to overcome friction and cobble soil conditions.
A 300-gallon model was used to mix the slurry and a 500-gallon
model was used to deliver the mixture to the burst site.
Over the course of several weeks,
the ARB crew tackled the 3,900-ft project bursting lengths
from 300 to 600 feet. Bursting times varied between two and
five hours. After a section of bursting was complete, the
ARB crew tied services into the new line using standard saddle-Ts
with steel clamps. The bypass system was then dismantled and
moved to the next section of bursting.
Bursting with Excitement
The Padre Dam pipe bursting project
generated much interest throughout the surrounding communities.
Rymer said, "Im sure its difficult for the trenchless
industry to break into the public sector because everything
is generally so conservative. For this particular project,
however, there were numerous public agencies that wanted to
know more about our bursting project. Many came to see it
first-hand. This was one of the first large diameter bursting
projects to happen in this area, and it really generated a
lot of interest and excitement."
According to Rymer, because the
PDMWD has now completed its first bursting project, letting
future bursting projects will be easier because the capabilities
and benefits of pipe bursting are better known. Rymer said,
"On this job we saved trees, paper work and money, not
to mention paving. Paving is a very big deal. We had to do
some paving launch and receiving pits areas, but it was just
a fraction of what we were looking at for open trenching.
With the age of our system and
the types of pipe we have here, pipe rehab projects are an
ongoing issue with us. Bursting is going to get the same consideration
as other methods, if not more, for any future rehab projects
we have."
Trenchless Technology, September 2000
|