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New-path method

Directional drilling for sewer lines: where it works and where grade gets in the way

Horizontal directional drilling for sewer lines explained: pilot bore, reaming, pullback, accuracy, gravity sewers vs force mains, frac-out and heave risks.

Short answer

Yes, a sewer line can be directionally drilled, but a gravity sewer is the hardest pipe to do it with. HDD steers a pilot bore, reams it larger and pulls pipe back through drilling fluid. It excels at pressure lines, force mains, services and long crossings. Typical accuracy of about ±1% of bore length can swallow the whole fall of a flat gravity sewer, so it suits gravity lines only when the slope is generous.

Key takeaways
  • HDD happens in three stages: a steered pilot bore, back-reaming to about 1.5 times the pipe diameter, and pullback of the product pipe.
  • SUDAS separates mini-HDD (up to about 10 inches, under about 600 feet) from larger rigs (12 to 60 inches, over 2,000 feet possible).
  • Accuracy is typically about ±1% of bore length for HDD and 6 to 12 inches for mini rigs; the Iowa manual notes HDD may not suit gravity pipelines.
  • Force mains, water services and gas lines are HDD's home ground because pressure lines tolerate small dips.
  • Shallow or under-reamed bores can heave the surface or crack pavement; a rule of thumb is a foot of cover per inch of pipe.
Sewer camera view of standing water in a sagging section of pipe
IllustrationA belly (sag): the line dips and holds water, and grease and solids settle in the low spot.
Horizontal directional drilling in profileA drill rig on the ground surface at the left pushes a drill string into the ground at a shallow angle. The pilot bore curves down, runs level under a road, and curves back up to exit at the surface on the right. A walkover locator above the head reads a sonde to track position and depth. In the second stage a back reamer enlarges the hole to roughly one and a half times the pipe diameter while drilling fluid carries cuttings. In the third stage a fused pipe string laid out beyond the exit is pulled back into the fluid-filled hole. An inset warns that bore accuracy is typically about one percent of the length, which matters for a gravity sewer with little fall. ROAD, RIVER OR DRIVEWAY LEFT ALONEPROFILE · DEPTH EXAGGERATED DRILL RIG PIPE STRING WALKOVER LOCATOR 1 · PILOT BORE, SHALLOW ENTRY ANGLESTEERED BY A BENT SUB OR DUCKBILL 2 · BACK-REAM TO ≈1.5 × PIPE ODDRILLING FLUID HOLDS THE HOLE OPEN 3 · PULLBACK GRAVITY SEWER?Typical accuracy ≈ ±1% of bore length (SUDAS). Over 60 m that is ±0.6 m —the whole fall of a 1% sewer. Fine for pressure lines; hard for gravity lines with little slope.
Fig. 1Horizontal directional drilling in profile: a steered pilot bore, back-reaming to roughly one and a half times the pipe, and pullback of a fused pipe string.

01 /How does horizontal directional drilling work?

Directional drilling builds a curved bore from the surface, under an obstacle, and back up, then pulls the pipe through it. The Iowa SUDAS design manual describes the process in three stages that apply whatever the rig size.

Horizontal directional drilling in profileA drill rig on the ground surface at the left pushes a drill string into the ground at a shallow angle. The pilot bore curves down, runs level under a road, and curves back up to exit at the surface on the right. A walkover locator above the head reads a sonde to track position and depth. In the second stage a back reamer enlarges the hole to roughly one and a half times the pipe diameter while drilling fluid carries cuttings. In the third stage a fused pipe string laid out beyond the exit is pulled back into the fluid-filled hole. An inset warns that bore accuracy is typically about one percent of the length, which matters for a gravity sewer with little fall. ROAD, RIVER OR DRIVEWAY LEFT ALONEPROFILE · DEPTH EXAGGERATED DRILL RIG PIPE STRING WALKOVER LOCATOR 1 · PILOT BORE, SHALLOW ENTRY ANGLESTEERED BY A BENT SUB OR DUCKBILL 2 · BACK-REAM TO ≈1.5 × PIPE ODDRILLING FLUID HOLDS THE HOLE OPEN 3 · PULLBACK GRAVITY SEWER?Typical accuracy ≈ ±1% of bore length (SUDAS). Over 60 m that is ±0.6 m —the whole fall of a 1% sewer. Fine for pressure lines; hard for gravity lines with little slope.
Fig. 2The three stages of a directional drill: steered pilot bore, back-reaming in drilling fluid, and pullback of the pipe string laid out beyond the exit.
  1. Pilot bore

    The rig, usually set up on the ground surface, pushes a drill string into the ground at a shallow angle, about 12 degrees. At depth the head is steered along a sag-shaped curve, levels out, and runs to the exit pit or curves back up to the surface.

  2. Steering and tracking

    A slanted plate called a duckbill, or a bent section of drill stem on larger rigs, pushes the head sideways when the string is held still; rotating continuously drills straight. A transmitter behind the head, the sonde, is tracked from above by a walkover receiver, or by a wired system where the surface cannot be reached.

  3. Back-reaming

    For all but small products, a back reamer replaces the drill head and is pulled back through the pilot hole, enlarging it. SUDAS gives the rule of thumb of reaming to about 1.5 times the product pipe's diameter. Drilling fluid mixes with the cuttings into a slurry that holds the hole open.

  4. Pullback

    The product pipe, assembled into one full length and laid out in line with the bore, is pulled into the hole. The slurry left around it stays in place to support the bore.

ASTM F1962 is the standard guide for maxi-HDD placement of polyethylene pipe under obstacles, including river crossings, and its scope names sewer lines among the uses. It describes HDD as a trenchless method intended to minimise surface damage, restoration and disruption of traffic with little interruption of other lines.

02 /What is the difference between mini and maxi directional drilling?

Mini-HDD and large HDD (SUDAS Chapter 14, converted and rounded)
Mini-HDDLarge (maxi) HDD
Pipe sizeUp to about 254 mm (10 in)About 305 to 1,524 mm (12 to 60 in)
Bore lengthUnder about 180 m (600 ft)Over 600 m (2,000 ft) possible
EquipmentAll-in-one unit, often on tracks, one trailerUp to about 10 trailers; a site as large as 150 by 250 ft
AccuracyWithin about 150 to 300 mm (6 to 12 in)About ±1% of bore length
Typical workPower, telecom, gas and water servicesRiver and highway crossings, transmission mains

Nearly every residential job is mini-HDD. SUDAS notes that small-diameter installation by mini rigs is very economical and often less expensive than open cut even in wide open areas, while large HDD is specialised work that only pays off on long bores.

03 /Why is a gravity sewer hard to directionally drill?

Because a gravity sewer works only if it falls continuously in one direction, and HDD's accuracy is measured in a percentage of bore length that can be larger than that fall. SUDAS says directional drilling can be difficult for installing products at small slopes and therefore may not be suitable for gravity pipelines, while noting that it can be done.

Line and grade accuracy of new-path methods over a 60 m boreA bar chart of the possible error in position over a 60 metre bore, using the tolerances in the Iowa SUDAS design manual. Impact moling cannot be steered and is not used for sewers. Pipe ramming, unsteered auger boring and directional drilling are typically within about one percent of the bore length, plus or minus 600 millimetres over 60 metres. Steered auger boring holds about a tenth of a percent vertically, 60 millimetres. Microtunnelling and pipe jacking can hold within about 25 millimetres. A reference line marks the 600 millimetres of total fall a 1 percent gravity sewer has over the same 60 metres. POSSIBLE ERROR AT THE FAR END OF A 60 m BORE (± mm) 0150300450600 IMPACT MOLINGnot steerable · not used for sewersNO LINE OR GRADE CONTROL ONCE STARTEDPIPE RAMMINGnon-steerable · ≈ ±1% of length±600AUGER BORINGunsteered · ≈ ±1% of length±600DIRECTIONAL DRILLING≈ ±1% of length±600STEERED AUGER (VERTICAL)≈ ±0.1% of length±60MICROTUNNEL / PIPE JACKINGwithin ≈ 25 mm (1 in)±25 TOTAL FALL OF A 1% SEWER OVER 60 m = 600 mm TOLERANCES: IOWA SUDAS DESIGN MANUAL CH. 14 · ARITHMETIC ONLY · REAL RESULTS DEPEND ON GROUND AND OPERATOR
Fig. 3Over a 60 m bore, ±1% is ±600 mm: the entire fall of a sewer laid at 1%. Laser-guided methods hold tens of millimetres.

Work the arithmetic for your own line. A 30 m lateral at 2% falls 0.6 m end to end. A bore held to ±1% of its length could be ±0.3 m off at the far end, half the available fall. A dip of that size in the middle of the run becomes a belly that holds water and solids, the same defect people pay to have dug out of old laterals. At 1% slope over 60 m, the ±0.6 m tolerance equals the full fall. Mini rigs on short bores do better, but the point stands: the flatter and longer the gravity line, the worse the fit.

Methods built for gravity grade are compared in auger boring and pipe ramming and microtunnelling and pipe jacking. The Method Finder runs this tolerance check against your slope and length automatically.

A new white PVC sewer pipe laid on granular bedding in a trench
IllustrationA new PVC lateral on proper granular bedding, checked for grade before backfill.

04 /Where does directional drilling fit sewer and drainage work well?

  • Sewage force mains. Pumped sewers run under pressure, so small dips do not matter. SUDAS lists sewer force mains among HDD's typical uses.
  • Water services and mains. A new service can be drilled from the street to the house on a new route, leaving the old one abandoned. See moling and pipe pulling for the other small-service options.
  • Gravity lines with generous fall. A storm outfall or drainage line dropping steeply toward a ditch or creek can tolerate HDD's accuracy.
  • Crossings. Under a road, railway, river or protected area, HDD can pass far below an obstacle with entry and exit well clear of it.
  • Casings and conduits. A drilled casing can carry a carrier pipe set to grade inside it, when there is room to adjust.

SUDAS names steel and HDPE as the most common materials installed by HDD, with PVC, copper and other flexible materials also used. Fused HDPE suits pullback because the string has no bells to snag and can bend through the bore's curves.

05 /What can go wrong with a directional bore?

HDD problems and how they are prevented
ProblemWhat happensPrevention
Frac-outDrilling fluid under pressure escapes to the surface or into a waterwayFluid pressure and volume control; a contingency plan near water
HeaveAn under-reamed hole forces fluid and soil outward during pullbackReam to about 1.5 times the pipe's true outside diameter, including bells
Pavement crackingShallow bores under roads crack the surfaceAbout one foot of cover per inch of pipe (SUDAS rule of thumb)
StrikesThe head hits an unlocated gas, power or water lineLocates, and exposing marked lines by hand where required
Grade errorsA gravity line ends up with dips or backfallTolerance written into the contract; camera and survey checks

SUDAS makes a telling point about heave: contractors sometimes size the hole from the pipe's nominal diameter and forget wall thickness, bells or other protrusions, and if the rig can pull hard enough, drilling-fluid pressure can build until the ground lifts. Its photo of a cracked pavement over a shallow bore is a reminder that trenchless does not mean no risk to the surface.

06 /What does directional drilling cost for a sewer or water line?

This site does not publish a planning range for residential directional drilling, because prices depend so heavily on length, diameter, ground, the number of connection pits and the rig. SUDAS observes that mini-HDD is economical enough to beat open cut on many small installations, and that large HDD becomes economical only as bores get longer. Treat any HDD quote as a scope to read carefully: it should give the bore length and depth, the pipe material and pressure class, the entry and exit locations, the tolerance, fluid disposal, and how connections at each end are made.

Compare the ground each option opens with the Dig vs Trenchless Disruption Calculator, and see every method compared for the alternatives. When you have a route in mind, request quotes that price at least two methods.

FAQQuestions people ask

Can you directional bore a sewer line?

Yes, but it suits force mains and steep gravity lines far better than flat gravity sewers. HDD accuracy of about ±1% of the bore length can equal the whole fall of a sewer laid near minimum slope.

What is directional drilling, explained simply?

A rig steers a drill head underground along a curved path, enlarges the hole, and pulls a pipe back through it, all from entry and exit points at the ends.

How deep should a directional bore be under a driveway?

SUDAS gives a rule of thumb of about one foot of cover for every inch of pipe diameter to avoid heave and pavement cracking. Frost depth and utility clearances also apply.

Is directional drilling cheaper than digging a trench?

For small pipes and cables it often is, according to SUDAS, even in open areas. For gravity sewers, the added grade risk and connection pits change the comparison.

What happens to the old pipe when a new line is drilled?

Nothing, unless the scope says otherwise. HDD makes a new path, so the old pipe is abandoned in place, filled, or removed separately, as the owner requires.

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