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Photographic Tour and Tunneling Machine Progress

Photographic Tour
The following online photographic tour is provided to illustrate construction activity taking place from west to east to construct the San Vicente Pipeline.

Tunneling Machine Progress
Three tunneling machines are digging the majority of the 11-mile tunnel. A hard rock tunneling machine, called a main beam will be used for 1-1/2 miles of the tunnel. It completed half of this work from the San Vicente Portal in March 2007. It was then removed and reassembled in the West Shaft where it resumed hard rock tunneling to the east. Two digger shield machines will excavate the softer ground between the Slaughterhouse and Central shafts.


West Shaft:
The West Shaft is one of four access points that is used to excavate the San Vicente Pipeline. The West Shaft is located near Mercy Road and Interstate 15. Work at this shaft includes inserting the tunnel boring machine, removing excavated materials from the tunnel, providing fresh air into the tunnel, and delivering equipment, pipe sections, and concrete.

The West Shaft is 36 feet in diameter and 115 feet deep.

To keep track of who is underground, miners are required to tag in and out on the brass board, when entering and exiting the shaft.

The first 33 feet of the West Shaft was excavated using this construction equipment. Once the excavator reached hard rock, the contractor started using drill and blast methods to continue shaft excavation.

Approximately 40 feet below the ground, miners at the West Shaft loaded explosives in preparation for a blast. This process took up to 2 hours.

After blast preparation was complete, the miners were hoisted out of the shaft using a crane and man-cage.

Before the blasts, the 36-foot diameter West Shaft was completely covered with a “lid” to protect the surrounding area from flying rock during the blast. The “lid” was placed one half at a time.

When tunneling work was completed from the San Vicente Portal in March 2007, the tunnel boring machine was placed into the West Shaft to begin tunneling 4,000 feet to the east.
A crane lifts and dumps excavated material from a muck bucket outside the West Shaft. Later a truck will transport the material from the work site.
Trains move people, equipment and excavated materials through the tunnel.

Central Shaft:
The Central Shaft is located within the Stonebridge Estates housing development in the Scripps Ranch area, just south of Stonebridge Parkway. One of the two digger shield tunneling machines on this project was launched from the Central Shaft and is tunneling towards the West Shaft.


The elliptical-shaped Central Shaft is is 70 feet deep, 60 feet long and 32 feet wide.

Safety is the Water Authority’s number one priority. All personnel at each construction site must wear hard hats, safety vests, safety glasses, and steel-toed boots.

Earlier in the project, miners were lowered into the 70-foot deep shaft using this steel man-cage. A cage-type elevator now transports the works in and out of the tunnel from the Central Shaft.

After a starter tunnel was completed, a crane lowered a digger shield tunneling machine into the shaft in June 2006. The digger machine, which is tunneling westward towards the west shaft, digs through a softer conglomerate material using a pick and paddle apparatus at the front of the machine.
This photo shows the digger machine operator’s view while tunneling. The operator relies on computer technology to control the excavation process.

As the machine advances underground, precast concrete segments are erected behind it to stabilize the tunnel walls. A concrete-type grout is placed behind the segments to ensure they are in good contact with the surrounding soil.
As the tunneling machine moves forward, track must be installed so trains can travel from the shaft to the machine, transporting people, equipment, and excavated material. Here, the workers are bolting down track.
This photo shows the digger gantry. It is the tail-end of the tunneling machine that supports tunnel shield utilities such as water, power, and ventilation.
Excavated material exits the tunnel machine via conveyor belt and gets placed into a container. The container is transported to the shaft by rail car and lifted by crane outside the shaft.
A crane lifts the muck bucket to remove the excavated material from the tunnel. The excavated material will be placed on site. This eliminates the community impacts of hauling material away from the site.
Here the excavated material on-site is being wetted down to help to compact it. The Water Authority plans to resell the majority of the work site parcel, which is zoned for institutional use. The agency intends to keep only the areas needed for the permanent inspection, maintenance, and air ventilation structures, and for access to these structures.


Slaughterhouse Shaft:
The Slaughterhouse Shaft is located in Lakeside west of Highway 67. Controlled blasting was used for portions of the tunnel going both east and west of the shaft where the underground geology was not compatible with the tunneling machine selected for the project. In March 2007 a digger shield machine was inserted into the tunnel at the Slaughterhouse Shaft and is tunneling west toward the Central Shaft.

The Slaughterhouse Shaft is 70 feet deep and 36 feet in diameter. Ventilation ducts like those pictured are used at all of the shaft and portal sites to provide fresh air to the miners below.

All of the construction equipment used in the tunneling process is lowered into the shaft using a crane.

Early in the project, the San Vicente Pipeline tunnel starts to take shape at the bottom of the Slaughterhouse Shaft as the tunnel advances away from the shaft by drilling and blasting. The machine pictured here is used to drill holes in the rock face. Once the holes were drilled into the rock, explosives were loaded into the holes to blast the next section of the tunnel.

This is the view inside the excavated tunnel from the Slaughterhouse Shaft. Shotcrete has been sprayed onto the tunnel walls and roof.

Looking down from the top of the shaft, you can see one of the loaders hauling rock that has been blasted from the tunnel. The material is put in the rectangular bucket on the left and then lifted out of the shaft with the crane.

This is the location of where the blasted tunnel section from Slaughterhouse Shaft meets the perfectly rounded section excavated by the tunnel boring machine from the San Vicente Portal.
Two digger shield tunneling machines are being used to tunnel the San Vicente Pipeline. One from the Central Shaft and the other from Slaughterhouse Shaft. Here, a piece of the digger shield is being installed into the tunnel. This digger shield machine will need to tunnel the longest section of the tunnel, over 21,000 feet in length.
Here, a tunnel support segment is being unloaded off the tunneling machine to install and provide tunnel wall support.
Behind the digger shield machine are conveyor belts. The belts transport the excavated material to the muck trains, which transport the material out of the tunnel. through the San Vicente Portal.

San Vicente Portal:
The only horizontal access along the San Vicente Pipeline is the San Vicente Portal, located near the base of the San Vicente Dam and Reservoir in Lakeside. A portal is different from a shaft because it is excavated horizontally into the side of a hill rather than vertically into the ground. The San Vicente Portal is about 13 feet in diameter.

Development of the San Vicente Portal began in December 2005.

The San Vicente Portal was started using the drill and blast method. About 65 feet of the tunnel was blasted before the tunnel boring machine was used to excavate the rest of this tunnel section.

Miners loaded explosives into holes drilled in the face of the portal before the blast.

Prior to blasting, all of the miners left the area. Typically, the explosives removed about 10 feet of rock per blast, to advance the tunnel.

After the blast, the miners waited for the air to clear before entering the tunnel. The area was then watered down for safety. The broken rock in the tunnel was hauled away before another round of blasting began.

The tunnel boring machine cutterhead arrived at the portal in May 2006.
The front of the assembled tunnel boring machine with the proud Water Authority team pictured in front.
In June 2006, the 400-foot tunnel boring machine was completely assembled and ready to be pushed into the tunnel and begin advancing westward toward the Slaughterhouse Shaft.
The tunnel boring machine operator relies on computer technology to control the machine so the finished tunnel is located exactly where it’s supposed to be.
A major milestone was achieved in January 2007 when tunnel sections from the San Vicente Portal and Slaughterhouse Shaft were connected using the hard rock tunnel boring machine. The tunnel boring machine tunneled over 5,000 feet to meet up with the tunnel section coming from Slaugherhouse Shaft using drill-and-blast tunneling methods.
Once the tunnel boring machine’s work was complete at the west end of the tunnel, it was disassembled and transported by truck to the West Shaft.
Before being placed into the West Shaft to tunnel a 4,000 foot tunnel section going east, the tunnel boring machine was refurbished.
Now the digger shield tunneling West from the Slaughterhouse Shaft is supported from the San Vicente Portal. Excavated material from tunneling activity at the Slaughterhouse Shaft are removed by muck train through the San Vicente Portal.
Here you see the excavated materials being dumped from the muck train at the San Vicente Portal. The materials will be later picked up by a truck and transported off site.