19.1 Hydraulic Cleaning, Rodding & Blockage Removal

Key Takeaways

  • High-velocity jetting is the dominant cleaning method, and nozzle selection matters as much as pressure because the nozzle converts pressure into directed scouring force.
  • Jetting always proceeds from the downstream manhole toward the upstream manhole so debris is carried back to a point where it can be vacuumed out.
  • Balling, flushing, and poly pigs are hydraulic methods that use water velocity or a moving plug rather than a jet to scour the pipe.
  • Mechanical rodding with a continuous rod or sectional rod machine handles heavy roots and hard blockages that hydraulic methods cannot cut.
  • Relieving a blockage without warning downstream and upstream customers can cause a sudden surge and a backup into a building.
Last updated: September 2026

19.1 Hydraulic Cleaning, Rodding & Blockage Removal

Preventive cleaning is the single most effective way to reduce sanitary sewer overflows. The Need-to-Know Criteria list hydraulic cleaning, jet rodding, blockage removal, and rodding as distinct scored tasks.


Why Sewers Need Cleaning

DepositOriginConsequence
Grit and sandStreet runoff, infiltration, constructionReduces capacity; abrades
Fats, oils, and grease (FOG)Restaurants, residential kitchensHardens on the pipe crown and walls; the leading cause of blockages
RootsTree roots entering through joints and defectsTrap debris and form a dam
Debris and ragsWipes, feminine products, general trash"Ragballs" that catch on any protrusion
Struvite and scaleChemical precipitationHard mineral buildup

Flat grades and low flows make deposition worse, which is a real Arizona issue in areas with declining per-capita water use and oversized older mains.


High-Velocity Jetting

A combination truck carries a high-pressure water pump, a hose reel, a debris body, and a vacuum system. Water is pumped through a hose to a nozzle whose rearward-facing jets both propel the hose upstream and scour the pipe wall, carrying debris back downstream.

ParameterTypical range
Pressure1,500 to 2,500 psi
Flow40 to 80 gpm
Hose3/4 in to 1 1/4 in

[!IMPORTANT] Jetting always runs from the downstream manhole upstream. The nozzle is fed up the line, and the returning water carries the loosened material back down to the downstream manhole where it is vacuumed out. Jetting downstream would push the debris into the next reach and simply relocate the problem, and the vacuum tube must be in the manhole to capture what comes back.

Nozzle Selection

The nozzle converts pressure into a directed force, so selection matters as much as pump pressure.

NozzleJet configurationBest for
Standard/penetratingNarrow rearward jets at a shallow angleAdvancing through a blockage; long pulls
Flusher/cleaningRearward jets at a wider angle, plus more of themGeneral cleaning, moving debris
Sand/gritJets aimed toward the invertHeavy grit and sand
Chisel/warthog rotatingRotating head with concentrated jetsHard grease, roots, scale
Root cutterMechanical cutter driven by waterHeavy root intrusion
Bulldog/spinnerFanned rotating patternGrease on the pipe wall

Technique

  • Confirm pipe material and condition first. Jetting at full pressure in deteriorated clay or Orangeburg pipe can blow out the pipe wall.
  • Advance slowly, letting the jets work rather than driving the nozzle through.
  • Retrieve slowly, which is when the scouring and debris transport actually occur.
  • Make multiple passes on heavy deposits rather than one aggressive pass.
  • Vacuum the manhole so debris is removed rather than sent downstream.
  • Watch the hose footage counter so you know where the nozzle is and can stop before reaching the upstream manhole at speed.

[!WARNING] Jetting can pressurize a service lateral and force wastewater into a building. Low-lying properties, houses with basements, and fixtures below the manhole rim are at risk. Notify affected customers, watch for the sudden loss of return flow that indicates the line has been plugged and pressurized, and stop immediately if flow at the downstream manhole stops.


Other Hydraulic Methods

MethodDescriptionNotes
BallingAn inflatable ball with a spiral tread is inserted upstream; water builds behind it and passes at high velocity around the treadEffective on grease and grit; requires careful control, since a stuck ball can flood upstream
FlushingWater is dumped into an upstream manhole to create a scouring waveSimple; effective only on light debris
Poly pigsA foam plug forced through by water pressureGood for grease and light deposits; must be retrieved
Kites and bagsFabric devices that restrict flow to increase velocitySimilar principle to balling
ScootersA wheeled cart with a hinged shield, moved by flowHeavy debris removal; largely historical

Flushing units appear specifically in the Need-to-Know Criteria as equipment collection operators must be able to operate, meaning the dumping of water into a system to raise velocity and carry deposits forward.


Mechanical Rodding

Rodding drives a rotating rod with a cutting or retrieval tool through the line. It is what handles the jobs hydraulic methods cannot.

MachineDescription
Continuous rod machineA single long rod stored on a reel, fed and rotated by the machine
Sectional rod machineIndividual rod sections coupled together as they are fed
Hand rodsManual for short runs and laterals

Tools: root saws and augers, corkscrews for retrieving rags, porcupines and pipe brushes for scale, and expanding blades for heavy root masses.

Rodding excels on heavy root intrusion and on hard obstructions. Its risks are real: a rod under torque stores energy and can whip when it binds, and an over-torqued rod can break and be left in the line. Keep hands clear of the rotating rod, use the guide tube, and stop when the machine loads rather than forcing it.

Chemical root control with foaming herbicide supplements mechanical cutting by inhibiting regrowth, extending the interval between cleanings. Cutting alone typically brings roots back within a year or two.

[!WARNING] Cross bores. Directional drilling for gas, electric, or fiber can unintentionally bore the new utility through an existing sewer lateral or main. The sewer keeps flowing, so nothing is noticed until an operator clears what looks like an ordinary blockage — and a root saw or jetting nozzle cuts the gas line inside the pipe, venting gas into the collection system and into homes. Before power-rodding or cutting an unfamiliar obstruction, CCTV it first; if the obstruction is a smooth, intact pipe crossing the bore, stop, evacuate if gas is suspected, and call the utility. The Need-to-Know Criteria list cross bores among the underground facilities a Class IV collection operator must be able to locate.


Blockage Response

A blockage call is an incipient overflow.

  1. Respond immediately and assess: is wastewater surcharging, and is it reaching the surface or a building?
  2. Check downstream manholes first to bracket the blockage location.
  3. Relieve the blockage from the downstream side so released flow moves away rather than surging back.
  4. Warn upstream customers before relieving, because a sudden release can draw down a surcharged line abruptly and, in some configurations, cause backflow at low fixtures.
  5. Contain and recover any spilled wastewater; disinfect and clean the affected area.
  6. Document: time of report, time of arrival, time relieved, volume estimated, cause, and receiving water if any.
  7. Report as required — an overflow reaching waters of the state triggers the 24-hour notification and 5-day written report.
  8. Investigate the cause and adjust the cleaning frequency for that reach.

Production Rates

Cleaning programs are planned and measured in feet per day.

Production Rate=Feet CleanedCrew-Days\text{Production Rate} = \frac{\text{Feet Cleaned}}{\text{Crew-Days}}

Worked example. A two-person crew cleans 41,000 ft in 10 working days.

41,00010=4,100 ft/day\frac{41,000}{10} = 4,100\text{ ft/day}

If the system contains 620,000 ft of gravity main and the goal is to clean the entire system every 5 years:

620,0005=124,000 ft/year required\frac{620,000}{5} = 124,000\text{ ft/year required}

124,0004,100=30 crew-days per year\frac{124,000}{4,100} = 30\text{ crew-days per year}

These calculations matter because 7 of the 16 calculation items on the Wastewater Collection Class IV exam sit in the Security, Safety, and Administrative Procedures area, which explicitly includes "calculate cleaning and production rates."

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Jetting direction, nozzle selection, and blockage response
Test Your Knowledge

An operator sets up a combination truck at the upstream manhole and jets in the downstream direction. Why is this incorrect?

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Test Your Knowledge

While jetting a line, the crew notices that return flow at the downstream manhole has stopped completely. What should be done immediately?

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Test Your Knowledge

A collection system contains 480,000 feet of gravity main and the utility's goal is to clean the entire system on a four-year cycle. A crew achieves 3,000 feet per day. How many crew-days per year are required?

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