Hydro Jetting in Strongsville

A newer city with a mix of pipe

Strongsville was still a township of farms and crossroads into the 1960s. The subdivisions that filled it, from the colonials around Westwood and Drake Road to the cul-de-sacs south of Royalton Road and the executive homes near Mill Hollow, were built mainly from 1970 onward. Most laterals are PVC, solvent-welded in long lengths, with a cast-iron or PVC stub through the foundation. The older houses near the Town Center and along Pearl Road, plus the farmhouses that survived on large lots, have vitrified clay laterals or, in a few cases, were on septic until a sewer main finally reached them.

That mix matters. A 1960s ranch on the east side of town may have forty feet of clay meeting newer PVC where a past owner repaired the first few feet. The transition coupling between the two materials is a favorite entry point for roots.

Wet till, settling trenches, and roots

Strongsville sits on glacial till, a dense mix of clay, silt, and stone that drains slowly. Builders in the 1970s and 1980s often backfilled lateral trenches with the same material, and in wet years it settled, leaving bellies where water stands and solids drop out. Frost reaches two and a half to three feet here, so the first run outside the foundation gets lifted and dropped every winter. Over a few decades even a glued PVC joint can rock loose.

The city planted silver maples, pin oaks, and sycamores along many subdivision streets, and those trees are now mature. Roots do not break PVC, but they find any joint that is weeping and grow into the pipe. In the clay laterals near the old town center, roots at every joint are the rule rather than the exception. Strongsville's sanitary sewers are separate from storm sewers, so basement backups are usually a lateral blockage rather than a surcharged main, though a hard storm can still overload a line that takes in groundwater through cracks.

Picking the right trenchless method here

Because so many Strongsville laterals have one or two defects rather than failure along the whole length, sectional point repair is used more here than in older cities. The installer positions a short fiberglass or felt liner on a packer, inflates it over the bad joint or crack, cures it, and removes the packer. The rest of the pipe stays as it was.

Full cured-in-place lining fits the clay laterals and any PVC line with several cracks or separated joints. The pipe must still be round, and the camera must be able to pass end to end after jetting. A belly cannot be lined out; the liner simply follows the dip. A deep belly, a crushed section, or a lateral that is too small for the number of fixtures in a finished basement calls for pipe bursting, which pulls fused HDPE through the old path from two pits and can upsize the pipe at the same time.

Permits, inspection, and the right-of-way

Strongsville's building department issues the permit for lateral repair, and the city engineer's office handles any opening in the street or tree lawn. The inspector will review the post-cure video for a lining job or look at the pits and the new connection before backfill on a bursting job. Strongsville's sewage flows to the Northeast Ohio Regional Sewer District's system, so district connection rules apply, and the city is strict about keeping storm water, sump pumps, and footer drains out of the sanitary lateral.

Ask the contractor who pulls the permit and whether the price includes the inspection fee and any right-of-way bond. In most communities the owner's responsibility runs to the main, but confirm it for your street.

The day of the job and choosing the installer

A point repair is a few hours with the drains off. A full liner takes a day: jetting, filming, wet-out, a cure of two to four hours, branch reinstatement, and a final video. Pipe bursting means a crew with an excavator for the pits, a pulling rig, and a second day to restore the lawn and any sidewalk panels.

Compare bids on the same scope. Each should state the method, the footage, the liner thickness or HDPE size, and what happens if the camera finds a surprise. To find installers who have been verified for training and insurance, find a verified CIPP contractor and ask for a job on a similar subdivision lot. A contractor who has lined through a Strongsville transition coupling will know how to handle the step between clay and PVC.

Hydro Jetting in Strongsville

What a jetter does that a cable cannot

A hydro jetter pushes water through a nozzle at several thousand PSI. Rear-facing jets pull the hose down the line and scour everything off the pipe wall: roots, grease, sludge, mineral scale, and the rust flakes inside old cast iron. A cable machine drills a hole through the blockage and leaves the rest on the wall, which is why cabled lines re-clog on a schedule.

Where it fits in a repair

Jetting is step one before lining, because a liner has to bond to clean pipe, and step one before an honest camera inspection, because a line full of roots or scale hides its own condition. It is also legitimate maintenance on its own for a structurally sound line that roots keep finding.

When a line should not be jetted

Cast iron that is paper-thin at the bottom can be opened up by an aggressive descaling pass. A collapsed clay section will not let the hose through. Orangeburg can delaminate under pressure. An experienced operator checks the line first, matches the nozzle to the material, and stops if the pipe is not holding up.

Maintenance versus repair

If the camera shows sound pipe, annual or semiannual jetting is a cheap way to stay ahead of roots. If it shows open joints, channeled cast iron or offsets, jetting is a stopgap and the money is better spent on lining, which removes the joints the roots are using.

ZIP codes served in Strongsville

Hydro Jetting is available throughout Strongsville, including ZIP codes 44136, 44149.

More trenchless services in Strongsville

Questions we hear in Strongsville