Fall 2022 Port Moody

2022 Port Moody Sept 28

On September 28 , 2022, Insituform started to line the existing sanitary sewer lines that go through the Old Orchard Park. Insituform® CIPP is a cured in place pipe liner that is installed by pulling through the existing, or “Host” pipe. The sanitary sections of the sewer are installed using the iPlus® Glass process. According to the Instituform website, the iPlus® Glass liner is reinforced with glass fiber and can be cured using an ultraviolet (UV) method. This trenchless CIPP solution is a jointless, seamless, pipe-within-a-pipe. It can be used to rehabilitate pipes ranging in diameter from 6 to 48 inches (150mm to 1200mm).

Unlike the CIPP method used on the sanitary gravity sewers in the park earlier in the month, there is quite a bit of preparation need to complete these projects. Along with the bypass pumps and piping installed for the sanitary forced sewers. Entrance and exit pits need to be excavated and shored with trench shoring cages. The sanitary sewer is a forced main and as such does not have open manholes to install liners through. The entrance and exit pits are paced at predetermined lengths of the pipe main, and are sensitive of the surrounding trees of the park.

The pits were all excavated and shored by the crews of PW Trenchless Construction during the months prior to the relining operations. The ends of the pipe to be lined are cut perfectly square on the day of the burst with a strong section of C-900 Waterman PVC pipe attached with a flexible coupling. This will allow for ratchet straps to hold the liner in place without fear of cracking the host pipe.

The iPlus® Glass installation process is much different than the Insituform® CIPP installation used on the Port Moody Gravity Sewer mains that PW and Instituform installed early on in September. While the camera is being sent up the host pipe for it’s initial inspection the morning of the lining, a plastic liner is attached to the camera rig and pulled back trough the host pipe, along with a pull rope for installing the tugger cable. This plastic liner aids in reducing friction when pulling the  liner through the host pipe and reduces the chance of damaging either.

To help keep the liner in place, a portion of the liner is sent up the other part of the Host pipe that will not be used that day, on the other side of the excavated pit. A sewer test plug is inserted and inflated and does a good job keeping the liner from slipping along with the liner as it is installed. The tugger cable is pulled through and attached to the liner, for pull back. A plywood deck is placed on an angle and the crate with the Liner is placed on top and the end of the liner is attached to the end of the cable and the liner is installed into the host pipe.

Once the liner is installed, at the far end, the “exit pit” where the tugger is located, a steel flange is attached and held in place with ratcheting straps. This allows for steam, air and the control cables utilized for the inflation and curing of the pipe liner to be inserted. At this point, where the liner was inserted, the “Entrance Pit”, the light apparatus is installed and a similar steel flange is inserted and held in place with ratcheting straps. Part of the plastic liner is also pulled over the end held in place with tape and straps. The lighting apparatus is installed in to the bag and the end is tied off. Air is inserted from the far end to inflate the liner and the clear plastic bag around the entrance pit end.

Once the liner is partial inflated, a slit is cut in the plastic and control and power cords are attached to the lighting apparatus. The lights are then placed inside the liner and the end is seal with a flange that allows for the control and power cords to go through the flange while the full pressure is applied. The lights are pulled all the way to the exit pit and the air pressure and heat are applied until the proper settings are reached. The lighting rig has numerous lights that cure the fiberglass resin impregnated liner until it is as durable as PVC pipe.

After a number of hours, almost 6 hours for the September 28, 2022 lining job, the pipe is fully set up and ready to be used. The project in the Port Moody Old Orchard park had a number of sections in a row  to be lined. Over the next few weeks, all the liners were installed, and uncharacteristically for the lower mainland area, the job was completed prior to the rains starting to fall.

The City of Richmond has commenced a 5-10 year project to replace and improve the water mains, sewers and roadways in the Burkeville area of Richmond near the Vancouver International Airport. This area has been prone to flooding so a newly expanded drainage system over and above the existing open ditches is needed to reduce the flood risk in the future.

Phase 1 and 2 have been completed and in Phase 3, along with PW Trenchless Pipe Bursting, all water mains will be replaced, trees and hedge trimmed or removed, installation of a new drainage system, and repaving of the road and installing a new gravel shoulder to roadways.

  From September 6th 2022 to October 28, 2022 PW Trenchless replaced 265m of existing sanitary mains via pipe bursting and was lucky to be able to do the work at the tail end of an extremely dry period of weather for the Lower Mainland. The water table is typically extremely high during normal times in Richmond, so the dry weather was a plus for this project.

The Burkeville area of Richmond is one area of Richmond that still has ditches, and when the crew was initially looking at the project in the Spring, the ditches were full of water.

The City had installed a sign for the residents to see the scope of the project and PW Trenchless’ part of phase 3 included:

-Clearing and tree removal at entrance and exit pits locations.
-Trimming trees that may interfere with excavation and mobilization.
-Excavations of entrance and exit pits.
-The dewatering of excavations if required along with the treatment of discharge water.
-Fusing of HDPE pipe on site within approved laydown area.
-Trenchless pipe bursting of 130m of existing 200mm (8″)AC pipes with 200mm HDPE.
-Trenchless pipe bursting of 130m of existing 250mm (10″)AC pipes with 250mm HDPE.
-Restoration of excavated areas.


On September 13th of 2022, after the long dry spell mentioned above, PW Trenchless Construction did two of the 6 bursts that are part of this project. The entrance and exit pits had been dug prior to the day of the burst, and the depth was not too deep. The pits were dry enough to just need a couple of smaller pumps to handle the ground water and De-watering was not needed. A rare occurrence for Richmond.

The tugging apparatus was installed and the pulling rods were inserted through two runs of pipe. Starting at 11a.m. And arrived in the entrance pit an hour later. The rods went right through one of the existing manholes near mid point of the two runs.

The first section of HDPE pipe had been staged in a park area near the burst and the road needed to be temporarily closed to traffic. Traffic for the area is extremely light as there are not very many homes and they were able to drive the other direction to access the subdivision.

Once the pipe was staged, it already had the pulling head attached, it was connected to the pulling rods and the burst commenced at 12:24pm and was finished at 12:52p.m.

The head was removed and the new section of pipe was staged alongside the roadway and the bursting head was attached. A bit of Hydro excavation was done around the gas main for safety and the second burst started at 2:20pm and finished at 2:37p.m.  The head was removed and the two sections of pipe were connected to the existing pipe at one end and grouted into the manholes where needed.

 

The crew at PW Trenchless were up in Squamish to replace a sewer main under highway 99 via Pipe Bursting. On November 15, 2022, the first burst of 135 metres took place along Mamquam Road towards Highway 99. The exit pit was dug close to the intersection of Mamquam Road and Highway 99.

The site was not suitable for using a pair of trench shoring cages so the removal of the large pipe bursting head was a bit more complicated and required some extra excavation once the burst was completed. The burst went smoothly and the 135m of pipe were inserted via Pipe Bursting in roughly 3.5 hours.

Of course there was quite a bit of set up before the burst was started. For this project, it was decided to excavate around two manholes and jackhammer out the benching and channels of the base of the manholes. This allowed the burst to continue through the two manholes unimpeded, allowing for just one launch of the bursting tool for this 135 metre run. The two manholes had trench shoring cages supporting the excavation as well as a few spots where the existing infrastructure was excavated to make sure the bursting head could pass without causing any problems.

The entrance pit was 4 metres deep so the large diameter 450mm HDPE pipe had to have a long sloped entrance ramp excavated to allow the pipe to enter the host pipe without any grade, allowing the grade of the host pipe to be unaltered.

The HDPE pipe was fused together and there was a large lay down area on the side of the road by the golf course that was not in any vehicles or pedestrians way. There was a bypass pump system put in place and various additional pumps were set up to ensure the excavations were kept dry for the duration of the burst.

On the day prior to the burst, the pulling apparatus was put in place and the pulling rods were inserted into the Host Pipe. The pulling cone was installed on the lead end of the HDPE pipe. The morning of the burst it was moved across the road and put in alignment with the host pipe.

 The pumps looked after any existing ground water in the excavations, but luckily it was a dry sunny day. The weather was a bit cold and once the Replacement pipe was staged into the entrance pit it was discovered that the swivel that connects the Bursting head to the pull back rods had a small amount of ice in the cavity. The swivel was hung above the exhaust of one of the nearby generators that were powering the bypass pump and the ice was removed.

Once the head, swivel and pull back rods were attached, the crew took a well deserved coffee break and the burst commenced before 11a.m. The crew was diligent watching the inspection pits to make sure the bursting head and pipe went under the existing infrastructure without damaging any existing pipes.

The site was wide and traffic was only stopped a few times while excavators needed to be moved to align the pull back rods when the swivel and head were attached and then to move a generator to all the vacuum truck better access to remove debris from one of the pits.

The length and depth of this sewer main made it a perfect candidate for pipe bursting, and saved approximately 560 Tonnes of material or 40 truck loads  of material from being excavated out of a trench for open cut replacement of this pipe. Unfortunately the section of pipe under the Sea to Sky highway has had some repairs in the past so, pipe bursting that section is still being looked at as a possibility.

This was a 120 metre burst and was the longest of the three burst in this project for the Township of Langley. Working on 200th Street has it’s challenges but the work went smoothly and traffic control was important to the completion of the job. The pulling rig has the capabilities of pulling up to 430,000 lbs or 215 tons. The pressures for this pull were never very high. The rig only came with 123 m of pulling rods so the entrance pit had to be elongated to allow the pulling head to be inserted close enough to the pulling rods.

City of Langley
200th and 50th

Sewer upgrade from 8″ 200mm to 16″ 450mm
Numerous runs and a few open cut section to replace over 300 m of pipe and manholes. The section are over 4 m deep and 200th is an extremely bust thoroughfare.

March 29, 2021

The city of White Rock had a sewer main that needed replacement just up from the west end of the beach with the exit pit was just west of the intersection of West Beach Avenue and Anderson Street. The run was west on West Beach Avenue and many house were located along the street making for a tight situation for the lay down area for the fuse sections of HDPE pipe. The best situation was to fuse the sections into two runs with a final fuse of the section done just prior to the burst.

8:50 a.m. The rods were inserted into the host pipe and sent up to the exit pit.
 

10:14 a.m. the rods entered the entrance pit. While the rods were being installed, the steel plates that had been securing each of the service laterals were removed. The two sections of the HDPE pipe were moved into place and the pulling head was installed onto the East end of the HDPE pipe. The pipe was then staged at the entrance pit waiting to be attached to the pulling rods.

10:21 a.m. the Pulling head was attached to the rods.

10:24 a.m. The new HDPE pipe enters the host pipe

10:33 a.m. The pulling head enters the first of the Service lateral connection  pits

10:35 a.m. The pulling head enters the first of the gas service connection inspection pits. No problems with excess soil. No contact was made with the gas service line.

10:40 a.m. The pulling head enters the second of the gas service connection inspection pits. No problems with excess soil. No contact was made with the gas service line.

10:49 a.m. The two sections of HDPE pipe are fused together without interrupting the pipeburst in progress. The fusion machine is one wheels and can easily roll with the pipe being inserted.

11:20 a.m. a gas service had been previously excavated for observation while the pulling head was going past the gas service. A large amount of the material had to be dug by hand to clear the soil that had been pushed into the excavation by the pulling head. The Gas service was left intact.
 

11:31 a.m.  A Steel Robar type repair couple had to be  cut away from the bursting head. This was only done to ensure clearance for upcoming gas and water service connections.

1:07 p.m. Another Steel Robar type repair couple had to be  cut away from the bursting head as it came into and service lateral connection pit.

1:40 p.m. The pulling head reached the Exit pit (Pulling pit) Approximately 140m of pipe installed in 3 hours and twenty minutes.

10 city blocks of sewer were replaced on a steep street in the City of West Vancouver in late spring of 2019. Starting at the Clive Avenue and going up the hill to Mathers, the complete sewer was replaced.

Special challenges on this project were the numerous schools and parks within the project’s area. Traffic was managed but many residents learned quickly to drive over to either 12th or 14th Street. Road plates were used over the excavations when school was letting in and out for the safety of the children walking to school.

Although the host pipe was not deep it was on a severe grade and bursting downhill is easier on the equipment. To minimise the amount of exit pits, a few times two burst were completed using the same exit pit by sending the pulling rods straight through an existing manhole and doubling up the length of the run for the rods. The pipe was pulled through the higher Host pipe and then another section of pipe was attached at the manhole midway and inserted into a second entrance pit.
 

This was the final part of the contract that was started in 2017 with 5 of 8 Sections completed by PW Trenchless starting in 2015. This project was also the first time PW Trenchless had tried to replace a 200mm pipe with 450mm pipe, an upsize of 2.5 Times the flow for the pipe. This was certainly in the experimental stages for this type of upsizing and the pipe was fairly new PVC which although still having many serviceable years left, the increase of population density was overwhelming the pipe.

A special cutter was used to split the PVC pipe to aid the burst. A bentonite lubricant was also used to lessen the friction of the ground surrounding the pipe and was pumped into the interior of the new HDPE pipe and inserted into the void right behind the bursting head. The head was also comprised of three piece including two various sizes to compress the surrounding material as well as the cutter.

The first sections were burst through Kanaka Creek park and PW Trenchless was very concerned with environmental conditions including high water levels and the presence of the public visiting the park. The park was not closed at any time due to the work performed by PW Trenchless.
 

Maple Ridge Alley

In the early part of 2019 PW Trenchless replaced a sewer for the city of Maple Ridge in a narrow laneway parallel to Lougheed highway. The project was complicated by the tight setback of buildings that in some case were right up to the property line.

The depth of the existing sewer ruled out open cut construction as an option and the entrance exit pit in the center of the project was extremely complicated to excavate. A soils Engineer was brought in to document and access the ground conditions to ensure the safety of the crew and the success of the pit.

Liberal use of trench shoring cages by Direct Equipment West Limited allowed for the pits to maintain open for the duration of the project even if heavy rains came. Staging of the pipe was done within the footprint of the job as no driveways or entrances were on the south perimeter of the job.
 

The fall and winter of 2019/2020 was again a time for PW Trenchless to completely measure and prepare 2 sections of pipe within the Radium Hot Springs park area for the installation of Glass Reinforced Plastic pipes inside two Culverts in  Radium Hot Springs just North of the Hot Pools. Both had roadways on top of them and the crew had to install the pipe sections in the winter when the flows of the Sinclair Creek are at the lowest.

The longer of the two sections was just North of the Radium Hot Springs pools and the other section was a few kilometres up the Banff-Windermere Highway. The project uses Glass Reinforced Plastic (GRP), supplied by Chaneline International.  GRP is a precast segmental liner which allows for, after a meticulous measuring process, each section of GRP to be hand formed and specifically designed for a particular location in the host pipe before being shipped to site.

This meticulous measuring was accomplished by a team of PW Trenchless technicians who spent many days inside of the host pipe made of deteriorated Corrugated Steel. When the pipe was delivered to the site, PW Trenchless Construction had already set up the By-pass pump systems and cleaned out the host pipe to make way for the new sections of pipe.

The pipes were installed on steel channels welded to the bottom sides of the Host pipe and once all the pipes were installed, concrete was pumped into the void between the host pipe and the outside of the new Glass Reinforced Plastic. The outside of the Glass Reinforced Plastic is coated with a rough material to further enhance the bond between the new concrete filling the void for further strength of the completed pipe structure.