Horizontal Directional Boring Safe Work Method Statement

2,000+ Australian Businesses Trust OneClickSWMS

No credit card required • Instant access • 100% compliant in every Australian state

5 sec
Creation Time
100%
Compliant
2,000+
Companies
$3.6K
Fines Avoided

Avoid WHS penalties up to $3.6M—issue compliant SWMS to every crew before work starts.

Horizontal directional boring (HDD), also known as directional drilling, is a trenchless construction method used to install underground utilities including water, sewer, gas, electrical conduits, and telecommunications cables beneath obstacles such as roads, rivers, buildings, and environmentally sensitive areas. This SWMS addresses the critical hazards specific to HDD operations including drill string breakage and whip hazards from sudden release of tension in rotating drill pipe, inhalation of diesel fumes and drilling fluid aerosols, pressure release from bore line and drilling fluid circulation systems, and electrolysis hazards from inadvertent contact with buried electrical cables. The document provides comprehensive controls for managing these unique risks through equipment design, operational procedures, and emergency response planning. HDD operations typically involve drilling a pilot hole along a designed alignment using a steerable drill head guided by electronic locating systems, followed by reaming the hole to final diameter and pulling utility pipes or cables back through the completed bore. The work requires coordination between drill rig operators, locators tracking drill head position, and ground crews managing drill pipe connections and product installation.

Unlimited drafts • Built-in WHS compliance • Works across every Australian state

Overview

What this SWMS covers

Horizontal directional boring is a sophisticated trenchless installation method enabling underground utility placement with minimal surface disruption. The process begins with positioning a drill rig at the entry point, then drilling a pilot hole along a precisely designed alignment using a steerable drill head controlled by the operator in response to real-time position information from electronic locating systems. The drill head contains a slant-faced bit that allows steering by rotating or stopping rotation to allow the bit face angle to deflect the drill path. Drilling fluid (bentonite-based mud) is pumped through the drill string providing lubrication, cooling the drill head, stabilising the borehole, and returning drill cuttings to surface. Once the pilot hole reaches the exit point, progressively larger reaming tools are pulled back through the bore to enlarge it to the required diameter for the product pipe or cable. Finally, the utility is attached to the reamer and pulled through the completed bore in a single continuous operation. Typical bore diameters range from 50mm for small telecommunications conduits to over 1200mm for large-diameter water or sewer pipes, with bore lengths from 50 metres for simple road crossings to over 2000 metres for major river crossings or long utility installations. The technology allows installation beneath obstacles that would be impractical or impossible to cross with open-cut trenching, including rivers and waterways, major highways with high traffic volumes, railway lines, buildings and sensitive structures, and environmentally protected areas where surface disturbance must be minimised. However, HDD operations present substantial hazards that require comprehensive management including mechanical hazards from rotating drill strings under high torque and tension, pressure hazards from drilling fluid systems operating at 50-200 bar, underground service strike risks particularly for electrical cables that may not be accurately located, and environmental risks from drilling fluid discharge if borehole stability is lost causing frac-out where drilling fluid escapes to surface through fractures in the formation.

Fully editable, audit-ready, and aligned to Australian WHS standards.

Why this SWMS matters

Horizontal directional boring operations involve unique hazards that have caused severe injuries and fatalities in the construction industry when inadequate controls are implemented. Drill string failures present one of the most severe hazards, with rotating drill pipe under high torque (up to 50,000 Nm) and tension (up to 500 tonnes pull force) capable of violently whipping if connections fail or the string becomes stuck and suddenly releases. Workers positioned near rotating equipment can be struck by failed components or become entangled in rotating pipe, resulting in traumatic amputations, crush injuries, or death. Australian Work Health and Safety legislation requires comprehensive risk assessment for work involving high-pressure systems, rotating equipment, and underground service proximity. Industry incident data shows that strikes of underground electrical cables during HDD operations have caused electrocutions, with the drill string becoming energised and creating shock hazards for ground crew and equipment operators. The consequences of striking high-pressure gas mains include explosions, fires, and exposure of workers and public to asphyxiation hazards, while water main strikes cause flooding that can destabilise ground and equipment. Drilling fluid systems operating at 50-200 bar present injection injury risks if hoses fail or connections release under pressure, with high-pressure fluid capable of penetrating skin and causing severe internal tissue damage. Exposure to diesel exhaust from drill rig engines and drilling fluid aerosols creates respiratory hazards, particularly for operators working in close proximity to equipment for extended periods. Environmental incidents from drilling fluid frac-out have resulted in significant penalties and remediation costs when bentonite escapes to surface through ground fractures, contaminating waterways or damaging environmentally sensitive areas. A properly implemented SWMS establishes critical controls including service location verification using multiple methods before drilling, drill string inspection and connection procedures preventing mechanical failures, pressure isolation and energy dissipation before accessing equipment, continuous monitoring of drilling parameters detecting potential problems before failures occur, and emergency response procedures for service strikes or equipment failures. The SWMS also addresses environmental protection including drilling fluid containment, frac-out prevention and response, and protection of sensitive receptors. With comprehensive controls, HDD operations can be conducted safely even in complex urban environments with multiple underground services, protecting workers from severe mechanical and electrical hazards while delivering critical infrastructure with minimal disruption to communities and existing surface features.

Reinforce licensing, insurance, and regulator expectations for Horizontal Directional Boring Safe Work Method Statement crews before they mobilise.

Hazard identification

Surface the critical risks tied to this work scope and communicate them to every worker.

Risk register

High

Drill strings comprise multiple sections of steel pipe connected by threaded joints, transmitting rotation torque and pull/push forces from the drill rig to the drill head potentially hundreds of metres underground. These pipes operate under extreme stresses including rotation torque up to 50,000 Nm, tensile loads during reaming and product pullback up to 500 tonnes, compressive loads during pilot hole drilling, and bending stresses when steering through curves. If connections fail from inadequate makeup torque, corrosion, or fatigue, or if the drill head becomes stuck and string suddenly releases, the stored elastic energy causes violent whipping of the failed section. Workers positioned near the failure point can be struck by whipping pipe sections weighing hundreds of kilograms moving at high velocity, or become entangled in rotating components. Drill string failures have caused traumatic amputations when workers' limbs contacted rotating or whipping pipe, crush injuries from pipe sections striking bodies or heads, and fatalities when workers became entangled in rotating equipment. The hazard is highest during reaming and pullback operations when tensile loads approach equipment limits.

Consequence: Traumatic amputation of limbs from contact with whipping pipe, fatal crush injuries from being struck by failed drill string sections, entanglement causing severe injuries or death, or ejection of drilling fluid under pressure through failed connections.

Medium

HDD operations expose workers to diesel exhaust emissions from drill rig engines operating continuously throughout boring operations, which may last days or weeks for long bores. Operators positioned at drill rig controls work in close proximity to exhaust outlets for extended periods. Diesel exhaust contains numerous hazardous substances including nitrogen oxides, carbon monoxide, particulate matter, and diesel particulate matter classified as a Group 1 carcinogen. Drilling fluid systems also create aerosols when pressurised fluid escapes from connections or when fluid-contaminated equipment is handled. Bentonite drilling fluids contain additives including polymers, surfactants, and in some cases biocides that can cause respiratory irritation when inhaled as aerosols. Workers conducting drill pipe connections or cleaning equipment are exposed to drilling fluid mist and spray. Chronic exposure over career duration may contribute to respiratory disease development, while acute exposure causes eye and respiratory tract irritation affecting worker comfort and performance.

Consequence: Chronic respiratory disease from long-term diesel exhaust exposure, acute respiratory irritation affecting work performance, eye irritation from drilling fluid aerosols, or exacerbation of pre-existing respiratory conditions including asthma.

High

Drilling fluid circulation systems operate at pressures of 50-200 bar (750-3000 psi) pumping bentonite slurry through the drill string to provide borehole stability and remove cuttings. High-pressure hoses, connections, and pump components store substantial energy that can cause severe injuries if failures occur. Workers connecting or disconnecting drill pipe sections must handle fluid hoses under pressure, with risk of unexpected releases if connections are loosened while pressure remains in the system. Hydraulic systems powering drill rig functions also operate at high pressure (200-350 bar), creating injection injury risks if seals fail or hoses rupture. Pressure releases can cause high-pressure fluid injection injuries where fluid penetrates skin and spreads through tissue causing severe internal damage requiring amputation. Whipping hoses from sudden pressure release can strike workers causing lacerations and blunt trauma. Drilling fluid discharge from failed connections creates extremely slippery surfaces leading to slip injuries particularly on elevated work platforms.

Consequence: High-pressure fluid injection injuries requiring amputation, lacerations and blunt trauma from whipping hoses, severe slip injuries on fluid-contaminated surfaces, or hydraulic fluid fires if pressurised fluid contacts hot engine components.

High

Horizontal directional boring inherently involves working in close proximity to existing underground utilities, with risk of inadvertent contact particularly with electrical cables that may not be accurately located or may have deviated from recorded positions. If the drill string contacts an energised electrical cable, the metallic pipe becomes a conductor transmitting electric current to surface equipment and creating electrocution hazards for ground crews handling pipes or operating equipment. High-voltage electrical cables (11kV and above) can arc to drill strings that pass within close proximity without physical contact, with arc flash causing severe burns and pressure waves causing trauma. Drill rig operators positioned at controls can be electrocuted if the rig frame becomes energised from drill string contact with electricity infrastructure. Even low-voltage services can cause fatal electrocution in certain circumstances, particularly if workers are grounded through wet conditions or metal structures. The drilling process makes contact detection difficult because operators cannot visually observe the drill head underground and may not receive immediate indication that electrical contact has occurred until someone is injured.

Consequence: Fatal electrocution of equipment operators or ground crews, severe burn injuries from electrical arc flash, cardiac arrest from electric shock, or extensive electrical burns requiring long-term medical treatment and rehabilitation.

Medium

Drilling fluid frac-out occurs when pressurised bentonite slurry escapes from the borehole to surface through fractures in the formation or inadequate cover over the bore alignment. This typically happens when drilling through fractured rock, loose granular soils, or areas with inadequate soil cover over the bore. Fluid pressure in the borehole (typically 0.5-2 bar above groundwater pressure) forces slurry into fractures until it reaches surface, creating environmental contamination. Frac-outs on land surfaces create cleanup requirements and potential contamination of soil and vegetation, while releases into waterways cause significant environmental harm from bentonite suspending sediments, reducing light penetration, and affecting aquatic life through gill irritation. Large frac-out volumes can exceed site fluid storage capacity making containment difficult. Ground heave from excessive drilling fluid pressure can lift pavements or damage underground services. Environmental authorities may issue notices requiring immediate cessation of works and can prosecute companies for environmental harm, with penalties and remediation costs potentially exceeding project values.

Consequence: Environmental prosecution and penalties for waterway contamination, costly remediation of frac-out materials, project delays from regulatory stop-work orders, damage to site reputation, or ground instability affecting surface structures.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Thorough service location using multiple detection methods followed by physical verification through potholing provides the most effective control against utility strikes, which represent one of the most severe hazards in HDD operations. This control seeks to eliminate the hazard by ensuring the bore alignment is designed clear of existing services, or by identifying exact service positions allowing precise drill path planning. Verification through physical exposure before drilling begins provides certainty that cannot be achieved through detection alone.

Implementation

1. Obtain service plans from all utility authorities including water, sewer, stormwater, gas, electricity, telecommunications, and private services for the work area and 50-metre buffer zone 2. Conduct electromagnetic service location using cable locator and transmitter identifying all services within the work corridor, marking positions with spray paint or pegs 3. Deploy ground penetrating radar (GPR) providing secondary verification of service positions and detecting non-metallic services including plastic water pipes and concrete conduits not visible to electromagnetic detection 4. Conduct potholing at minimum 50-metre intervals along the proposed bore alignment using vacuum excavation or hand digging to physically expose and verify service positions and depths 5. Adjust bore design based on potholing results positioning alignment minimum 1 metre clear of all located services horizontally and 0.5 metres vertically, or greater clearances if required by utility authority protection requirements 6. Obtain Dial Before You Dig report within 5 business days of commencing work, verifying all utility authorities have been contacted and service plans obtained 7. Engage qualified surveyors to mark bore entry and exit positions and establish reference points for monitoring drill head position during operations 8. Photograph all pothole excavations documenting service positions, types, and conditions before backfilling, maintaining photographic record for reference during drilling 9. Conduct utility authority site meetings before drilling commences where services exist close to bore alignment, confirming protection requirements and emergency response procedures 10. Update service location records if drilling reveals services in positions different from plans, notifying utility authorities of discrepancies for plan corrections

Systematic inspection of drill pipe and threaded connections before and during operations prevents mechanical failures that could cause violent whipping or separation under load. Proper connection makeup procedures ensure joints can transmit design loads, while monitoring systems detect developing problems before catastrophic failures occur. This engineering approach addresses the equipment integrity essential for safe operation under extreme mechanical stresses.

Implementation

1. Conduct pre-mobilisation inspection of entire drill string including each pipe section examining threads for wear, corrosion, or damage using thread gauges and visual inspection by trained personnel 2. Remove from service any pipe sections with thread damage exceeding manufacturer tolerances, bent sections exceeding 5mm deviation per 3 metres, or wall thickness reductions exceeding 10% from corrosion 3. Implement connection makeup procedures requiring use of calibrated torque wrenches or hydraulic makeup tools achieving manufacturer-specified connection torque (typically 40-60% of pipe yield strength) 4. Apply thread compound to all connections using compound compatible with drilling fluid and capable of preventing galling under high torque and cyclic loading 5. Inspect connections daily during operations checking for backing-off indicated by thread compound squeeze-out or visual gap appearing between box and pin shoulders 6. Install load monitoring systems on drill rig measuring rotary torque, pull force, and thrust force with real-time displays visible to operator and data logging for post-operation analysis 7. Establish load limit procedures prohibiting operations exceeding 80% of drill string rated capacity for torque or tensile loads, with immediate investigation required if loads approach limits 8. Implement stuck pipe procedures requiring immediate cessation of force application if torque exceeds 70% of string capacity or pull force exceeds limits, preventing overload leading to failure 9. Conduct non-destructive testing including magnetic particle inspection or ultrasonic testing on high-cycle pipe sections every 50 operations identifying fatigue cracks before they propagate to failure 10. Maintain detailed service records for all drill pipe including installation date, number of operations, maximum loads experienced, and inspection results tracking fatigue life consumption

Physical separation of workers from rotating drill string and high-energy zones prevents contact injuries from whipping pipes, rotating components, or pressure releases. Exclusion zones marked with barriers and enforced by procedures ensure non-essential personnel remain clear while equipment is operating. Guards on pinch points prevent access to entanglement hazards. This control provides both physical and administrative barriers reducing injury risk.

Implementation

1. Establish minimum 5-metre exclusion zone marked with high-visibility barrier fencing or bunting around the drill rig during drilling operations when pipe is rotating or under tension 2. Install fixed guards covering rotating drill pipe at entry point to drill rig preventing worker access to entanglement hazards while maintaining operator visibility 3. Position pipe handling equipment including pipe rollers, wrenches, and breakout tools outside exclusion zone allowing workers to stage pipe without entering hazard area 4. Implement remote-controlled pipe handling systems for large-diameter operations eliminating need for workers to approach rotating equipment for connection makeup or breakout 5. Install emergency stop controls accessible to all workers in immediate vicinity of drill rig, colour-coded red and positioned allowing activation without entering exclusion zone 6. Prohibit any worker from crossing exclusion zone boundary while equipment is operating unless conducting essential task with specific supervisor authorisation and additional hazard controls 7. Restrict access to drill rig operator platform to authorised operators only, with access controlled by physical gates or barriers preventing unauthorised entry 8. Establish communication protocol between operator and ground crew requiring verbal confirmation before commencing pipe rotation or pull operations ensuring all personnel are clear 9. Position observation areas for locator personnel outside exclusion zone but with clear line of sight to locating equipment displays and visual reference to rig operation 10. Install video monitoring systems allowing operator to observe ground crew positions and activities without leaving operator platform, maintaining situational awareness of personnel locations

Formal lockout procedures requiring pressure release and verification before accessing drilling fluid or hydraulic systems prevent high-pressure fluid injection injuries and whipping hose incidents. Systematic energy dissipation and isolation creates safe conditions for maintenance or connection work that would otherwise expose workers to severe hazards from stored pressure energy.

Implementation

1. Develop written pressure isolation procedures for drilling fluid system identifying all pressure sources including mud pumps, pressure gauges, and circuit valves that must be isolated 2. Require system shutdown and pressure relief before any worker approaches fluid connections for makeup or breakout, opening relief valves and observing pressure gauge readings drop to zero 3. Install quick-disconnect couplings on high-pressure drilling fluid hoses allowing connection and disconnection without tools while minimising trapped pressure between connection points 4. Implement double-block and bleed procedures for hydraulic system maintenance requiring two isolation valves closed with a bleed valve between opened to verify isolation effectiveness 5. Equip workers accessing pressurised systems with face shields and chemical-resistant gloves providing protection if unexpected pressure releases occur during connection work 6. Position drilling fluid hoses using restraints or guides preventing whipping if connections fail or hoses rupture under pressure, directing any potential release away from worker positions 7. Conduct daily inspection of high-pressure hoses checking for abrasion, cuts, bulges, or exposed reinforcement indicating imminent failure, replacing damaged hoses before continuing operations 8. Install pressure relief valves set at maximum system working pressure plus 10% preventing over-pressurisation from pump control failures or blockages developing downstream 9. Maintain backup pressure gauges providing secondary indication of system pressure, with gauges positioned allowing operators to monitor pressure without approaching high-risk connection points 10. Train all personnel in pressure hazard recognition and isolation verification, requiring demonstration of competency before authorising independent work on pressurised systems

Continuous electronic locating during drilling operations tracks drill head position relative to known buried electrical cables, providing early warning if the bore path begins to deviate toward services. Combined with electrical isolation procedures in high-risk areas, this control prevents electrocution incidents from drill string contact with energised cables, which represent one of the most severe consequences possible in HDD operations.

Implementation

1. Deploy electromagnetic locating system continuously during pilot hole drilling with locator operator walking surface tracking drill head position and comparing to known service locations 2. Use cable locator equipment specifically designed for detecting buried electrical cables, distinguishing them from water or gas services based on electromagnetic signature characteristics 3. Establish alert distances requiring immediate drilling cessation if drill head approaches within 1 metre of electrical cable positions, verifying position with additional surface survey before proceeding 4. Implement steering corrections if drill path begins to deviate toward electrical services, adjusting drill head trajectory to maintain or increase separation from hazard 5. Request temporary electrical isolation from utility authorities in areas where bore path must pass within 2 metres of high-voltage cables (11kV and above), verifying isolation before drilling in critical zone 6. Deploy ground penetrating radar (GPR) in areas where multiple services exist in close proximity, providing 3D mapping of service positions allowing precise drill path planning between services 7. Establish electrical bonding of drill rig frame to earth electrode providing low-resistance path to ground if drill string contacts electrical services, reducing shock potential to equipment operators 8. Prohibit ground crew from handling drill pipe while drilling in proximity to electrical cables without wearing electrical insulating gloves rated for maximum voltage present 9. Install voltage detection systems on drill string providing automatic alarm if rig becomes energised from cable contact, alerting operators to cease operations and evacuate equipment 10. Maintain emergency response procedures for electrical cable strikes including immediate power isolation request to utility authority, clearing area around equipment, and awaiting electrical authority verification of de-energisation before approaching equipment

Monitoring and controlling drilling fluid pressure prevents excessive pressures that cause ground fracturing and fluid escape to surface (frac-out). Pre-positioned containment equipment allows rapid response if frac-outs occur despite pressure management, minimising environmental impacts. This control system protects both the environment and project viability by preventing incidents that trigger regulatory enforcement.

Implementation

1. Calculate maximum allowable drilling fluid pressure based on soil overburden pressure and fracture gradient (typically 20-50 kPa above groundwater pressure depending on formation type) 2. Install pressure gauges on drilling fluid supply and return lines providing continuous operator visibility of system pressure with data logging recording pressure history 3. Implement pressure management procedures requiring immediate pump flow reduction if supply pressure exceeds calculated maximums or if return flow drops indicating fluid loss to formation 4. Position frac-out containment equipment including booms, absorbent pads, vacuum trucks, and pumps along bore alignment before drilling allowing rapid deployment if surface release occurs 5. Conduct environmental monitoring during drilling observing ground surface for signs of heave or fluid seepage indicating developing frac-out conditions before breakthrough to surface 6. Establish frac-out response procedures requiring immediate notification to environmental authorities if releases exceed site containment capacity or enter waterways, with 24-hour emergency contact details available 7. Maintain drilling fluid properties within specification including density 1.03-1.15 g/cm³ and viscosity allowing proper hole cleaning while minimising formation damage from excessive fluid loss 8. Deploy geotextile fabric at exit point collecting drilling fluid returns and separated cuttings preventing discharge to environment while allowing fluid recirculation and reuse 9. Conduct bore path depth analysis during design phase identifying areas of insufficient cover where frac-out risk is elevated, adjusting alignment to increase depth or selecting alternative route 10. Review frac-out history from previous projects in similar geology identifying high-risk formations and implementing additional controls or alternative crossing methods if risk cannot be adequately managed

Personal protective equipment provides the final layer of protection against residual hazards after engineering and administrative controls are implemented. Proper selection and use of PPE addresses specific HDD hazards including pressure releases, rotating equipment, and drilling fluid exposure, reducing injury severity when incidents occur despite higher-order controls.

Implementation

1. Provide Class 1 safety helmets to AS/NZS 1801 with chin straps mandatory for all personnel in drilling area protecting against falling objects and head contact with equipment 2. Issue safety glasses with side shields as minimum eye protection for all site personnel, upgrading to face shields for workers conducting pipe connections or accessing pressurised drilling fluid systems 3. Supply steel-capped safety boots with slip-resistant soles and electrical hazard protection rating for all workers providing foot protection and reducing slip risk on drilling fluid contaminated surfaces 4. Provide high-visibility clothing meeting AS/NZS 4602.1 Class D/N for all personnel ensuring visibility to equipment operators and traffic in site areas 5. Issue hearing protection including earplugs or earmuffs for personnel working within 5 metres of operating drill rig where noise levels exceed 85 dB(A) 6. Supply chemical-resistant gloves and coveralls for workers handling drilling fluid or conducting equipment cleaning, protecting against skin contact causing dermatitis 7. Provide electrical insulating gloves rated to 1000V for ground crew handling drill pipe when working in proximity to electrical cables, preventing shock if string becomes energised 8. Issue respiratory protective equipment including P2 particulate masks for workers exposed to diesel exhaust in poorly ventilated areas or during extended operation periods 9. Supply fall protection equipment including full-body harnesses for workers accessing elevated platforms on large drill rigs where fall hazards exceed 2 metres 10. Conduct PPE inspections daily before use with damaged equipment removed from service and replaced immediately from site stock

Personal protective equipment

Requirement: Type 1 industrial safety helmet with chin strap for all personnel in drilling area

When:

Requirement: Safety glasses with side shields as minimum, face shields required for connection work

When:

Requirement: Safety boots with steel toe caps, slip-resistant soles, and electrical hazard protection

When:

Requirement: Day/night high-visibility vest or shirt with retroreflective tape

When:

Requirement: Earplugs or earmuffs reducing noise exposure below 85 dB(A)

When:

Requirement: Nitrile or neoprene gloves and coveralls for drilling fluid handling

When:

Requirement: Electrical insulating gloves rated to minimum 1000V

When:

Inspections & checks

Before work starts

  • Obtain and review service plans from all utility authorities within work corridor and 50-metre buffer zone
  • Conduct electromagnetic service location and ground penetrating radar survey marking all detected services
  • Complete potholing at 50-metre intervals verifying service positions, depths, and types physically
  • Inspect entire drill string checking threads, pipe condition, and connection components for wear or damage
  • Test drill rig hydraulic systems, rotary drive, pullback systems, and all controls verifying operational function
  • Verify drilling fluid mixing equipment operational with adequate bentonite supplies for estimated bore duration
  • Test electronic locating system for accuracy using calibration checks and battery charge verification
  • Position emergency equipment including first aid kit, fire extinguishers, and frac-out containment materials
  • Establish exclusion zones with physical barriers preventing unauthorised access to drilling area
  • Conduct pre-start safety briefing reviewing bore plan, service locations, emergency procedures, and worker responsibilities

During work

  • Monitor electronic locating system continuously tracking drill head position relative to design alignment and known services
  • Record drilling parameters including rotary torque, pull force, drilling fluid pressure and flow, and penetration rate hourly
  • Observe drilling fluid returns monitoring for excessive material indicating over-reaming or unexpected formation changes
  • Inspect drill pipe connections as pipes are added during drilling, checking for proper makeup torque and thread condition
  • Monitor ground surface along bore alignment observing for signs of heave or fluid seepage indicating developing frac-out
  • Check load monitoring systems maintaining operations below 80% of rated capacities for torque and pull force
  • Verify exclusion zone integrity with barriers maintained and non-essential personnel remaining outside marked boundaries
  • Monitor weather conditions suspending operations if lightning detected within 10 kilometres or if ground becomes unstable from rainfall
  • Maintain communication between drill rig operator and locator personnel confirming drill head position and steering requirements
  • Observe personnel for compliance with PPE requirements and safe work practices around operating equipment

After work

  • Conduct final survey of installed utility verifying position and depth match design specifications within tolerance
  • Inspect drill string as pipes are removed checking for damage, thread wear, or connection issues requiring maintenance
  • Clean and store drilling fluid system components with proper flushing preventing material hardening in pumps or hoses
  • Dispose of drilling fluid and cuttings at licensed waste facility or recycle cleaned fluid for subsequent projects
  • Remove containment equipment and clean up any drilling fluid spillages ensuring site restoration to pre-work condition
  • Complete post-operation inspection of drill rig documenting any mechanical issues requiring repair before next mobilisation
  • Document bore operation details including actual vs. designed alignment, maximum loads experienced, and any incidents or deviations
  • Conduct project debrief with all personnel identifying safety improvements or operational lessons for future HDD projects

Step-by-step work procedure

Give supervisors and crews a clear, auditable sequence for the task.

Field ready

Site Assessment and Service Location Verification

Begin work with comprehensive site investigation obtaining service plans from all utility authorities within the work corridor and 50-metre buffer zone. Review plans identifying services potentially affected by proposed bore including water, sewer, stormwater, gas, electricity, telecommunications, and any private services. Conduct electromagnetic service location using cable locator and transmitter walking the proposed bore alignment and perpendicular sweep areas. Mark all detected services using bright spray paint or marker pegs recording depth measurements at 10-metre intervals. Deploy ground penetrating radar providing secondary verification of service positions and detecting non-metallic services not visible to electromagnetic detection including concrete conduits and plastic water pipes. Conduct physical potholing using vacuum excavation or hand digging at minimum 50-metre intervals along the bore alignment exposing services to visually verify position, depth, type, and condition. Photograph all pothole exposures before backfilling maintaining visual record of actual service positions for reference during drilling. Adjust bore design based on potholed service positions ensuring minimum 1-metre horizontal and 0.5-metre vertical clearance from all services. Survey bore entry and exit points accurately using total station or GPS establishing reference marks for alignment control during drilling operations.

Safety considerations

Service location using multiple methods provides confidence that all utilities are identified before drilling begins. Physical potholing verification eliminates reliance on potentially inaccurate service plans. Adequate clearances prevent inadvertent contact even if minor drill path deviations occur during operations.

Drill Rig Setup and Equipment Inspection

Position drill rig at entry point on stable level ground capable of supporting rig weight (typically 20-80 tonnes depending on rig size) without sinking or lateral movement. Verify overhead clearances ensuring minimum 3-metre separation from overhead powerlines when drill pipe is being handled. Establish exclusion zone using high-visibility barrier fencing or bunting minimum 5 metres around the rig preventing unauthorised access while equipment operates. Conduct pre-start inspection of drill rig examining hydraulic hoses for damage, checking hydraulic fluid levels, testing rotary drive operation, and verifying pullback system function. Inspect entire drill string including each pipe section checking threads for damage using thread gauges, examining pipes for straightness and corrosion, and testing connection components. Set up drilling fluid mixing system with adequate bentonite supply for estimated operation duration, typically 500-2000 litres of concentrated bentonite creating 5000-20000 litres of mixed drilling fluid. Test electronic locating system placing transmitter in drill head and verifying receiver detection range and accuracy using calibration check. Position pipe handling equipment including pipe rollers and racks outside exclusion zone allowing safe staging of drill pipe sections. Install load monitoring systems calibrating torque and pull force displays to provide accurate real-time operational data.

Safety considerations

Stable rig positioning prevents equipment tipping or sinking during operations. Equipment inspection identifies mechanical defects before operations begin preventing failures during drilling. Exclusion zones prevent worker exposure to rotating equipment and whipping pipe hazards.

Pilot Hole Drilling with Continuous Locating

Begin drilling pilot hole with drill head equipped with steering capability and electronic transmitter activated. Position locator operator at surface with electromagnetic receiver walking ahead of drill head tracking position every 3 metres during initial drilling reducing to every 10 metres once stable operation is established. Maintain drilling fluid circulation initiating pump flow before commencing rotation to provide lubrication and cuttings removal. Monitor drilling fluid pressure maintaining levels within calculated limits (typically 0.5-1.5 bar above groundwater pressure) preventing excessive pressure causing formation fracturing. Record rotary torque, thrust force, drilling fluid pressure and flow rate, and penetration rate every hour documenting operational parameters for comparison to expected values. Implement steering corrections as required in response to locating data comparing actual drill head position to design alignment with corrections made maintaining path within design tolerance (typically ±100mm horizontal, ±50mm vertical). Reduce drilling advance rate if penetrating hard formations or when approaching areas of service congestion allowing enhanced monitoring and precise steering control. Communicate continuously between drill rig operator and locator ensuring steering commands are understood and implemented correctly. Monitor drilling fluid returns observing characteristics of returned material identifying formation types being penetrated and detecting any unexpected materials indicating possible proximity to structures or services.

Safety considerations

Continuous locating prevents drill path deviation toward underground services. Drilling fluid pressure control prevents formation fracturing and frac-out incidents. Communication between operator and locator ensures accurate position awareness throughout drilling.

Reaming and Product Installation

Once pilot hole breakthrough occurs at exit point, attach appropriate reaming tool to drill string sized for progressive enlargement to final bore diameter. For large diameter bores, conduct multiple reaming passes using progressively larger reamer sizes (typically increasing by 50-100mm per pass) preventing overload of equipment and excessive material removal rates. Monitor pullback force continuously during reaming operations comparing to predicted loads based on bore length and soil friction, investigating immediately if loads exceed 70% of equipment rated capacity. Observe drilling fluid returns during reaming checking for excessive material indicating over-reaming or instability, adjusting reamer operation if returns show unexpected characteristics. After completing final reaming pass creating bore diameter 150-200mm larger than product pipe size, prepare product for installation cleaning pipe ends and checking swivel connections for proper operation. Attach product to final reamer using swivel allowing product rotation independently from drill string preventing torsion stress on installed pipe. Commence pullback operation maintaining steady controlled speed (typically 0.5-2 metres per minute) monitoring pull force continuously and stopping immediately if force begins increasing rapidly indicating snagging or collapse. Maintain drilling fluid circulation throughout pullback providing lubrication and borehole stability. Complete pullback bringing product fully through to entry point, disconnect from drill string, and conduct final inspection verifying pipe condition and absence of damage during installation.

Safety considerations

Progressive reaming prevents equipment overload and reduces risk of bore collapse from excessive enlargement. Pull force monitoring detects developing problems allowing intervention before catastrophic failures. Controlled pullback speed prevents damage to product pipe from impact with bore obstructions.

Frequently asked questions

What are the main differences between horizontal directional boring and pipe jacking for underground utility installation?

Horizontal directional boring (HDD) drills a pilot hole using a steerable drill head guided from surface, then enlarges the hole and pulls utility pipes or cables back through the completed bore in one continuous operation. This method is typically used for smaller diameter installations (50-600mm) over medium distances (50-1000m) and works well in soils and soft rock. Pipe jacking involves excavating deep shafts, installing a jacking frame, and progressively pushing pipes through the ground with a boring machine at the pipe face removing material. Pipe jacking handles larger diameters (600-3000mm), operates in more difficult ground including rock and mixed face conditions, and achieves higher accuracy for gravity pipelines requiring precise grades. HDD has lower site impact with smaller work areas and faster installation, while pipe jacking provides better line and level control but requires substantial shaft excavations. Both are trenchless methods avoiding surface disruption but have different optimal applications based on diameter, ground conditions, and accuracy requirements.

How does electronic locating track the drill head position underground and what accuracy can be achieved?

Electronic locating uses an electromagnetic transmitter housed in the drill head generating a low-frequency electromagnetic field (typically 1-30 kHz) that propagates to the surface. A hand-held receiver at surface detects this signal, with signal strength and field geometry allowing calculation of drill head depth, position, and orientation (pitch and roll). The locator operator walks along the intended bore alignment taking readings every 3-10 metres comparing actual position to design. Modern locating systems achieve positional accuracy of ±2-5% of depth (so at 10-metre depth, accuracy is approximately ±200-500mm horizontally). Accuracy degrades at greater depths and in areas with electrical interference from overhead powerlines or nearby metallic structures. Additional accuracy can be achieved using wireline systems where the transmitter is connected to the drill head by cable rather than battery powered, providing stronger signals and better depth determination. Locating accuracy is critical for maintaining clearance from underground services and achieving accurate exit point positioning, with operators requiring training and certification in locating system operation and position triangulation techniques.

What causes drill string failures during HDD operations and how can they be prevented?

Drill string failures occur from several mechanisms including: thread connection failures when connections back off due to inadequate makeup torque or vibration, fatigue cracking in the pipe body from cyclic bending and tensile loads over many operational cycles, tensile overload when pull forces exceed pipe yield strength during reaming or product pullback in difficult ground, and torsional overload when rotary torque exceeds pipe capacity typically from drill head binding in hard formations. Prevention requires comprehensive pre-operation inspection removing pipes with thread damage or wall thinning from corrosion, proper connection makeup using calibrated torque wrenches achieving manufacturer specifications (typically 40-60% of yield strength), load monitoring during operations maintaining forces below 80% of rated capacity with immediate investigation if limits are approached, and proper drilling practices avoiding aggressive reaming that creates high loads. Detailed service records tracking each pipe's operating history identifies high-cycle sections requiring retirement before fatigue failures occur. When drill head becomes stuck, implementing proper free-up procedures using slow cycling of torque and pull rather than sustained high loads prevents overload failures. String failures are among the most dangerous HDD incidents due to stored energy release causing violent whipping, making prevention through proper procedures and maintenance critical.

What emergency response is required if the drill string contacts a buried electrical cable?

If electrical cable contact is suspected (indicated by unusual equipment behavior, tingling sensations, or voltage detection alarms), immediately cease all drilling operations and isolate drill rig controls without touching any metallic components. Evacuate all personnel from the exclusion zone maintaining minimum 10-metre distance from the drill rig and drill string sections. Do not allow anyone to approach or touch the equipment as it may be energised. Call emergency services (000) immediately and request utility authority electrical emergency response providing location details. Contact the electricity authority emergency line (typically listed on Dial Before You Dig reports) notifying them of suspected cable contact and requesting immediate powerline isolation and attendance at site. Only after the electricity authority has confirmed the cable is de-energised and tested the drill string confirming no voltage present may work resume. All equipment must be inspected by qualified electrical technicians before reuse even if no visible damage occurred. Investigate the incident to determine why contact occurred despite service location, implementing improved controls before continuing operations. Maintain emergency contact details for all utility authorities in cab of drill rig allowing immediate response without need to search for contact information during time-critical emergencies.

How should drilling fluid frac-outs be managed and what are the environmental consequences?

Drilling fluid frac-out occurs when pressurised bentonite slurry escapes to surface through formation fractures, most commonly in fractured rock, loose granular soils, or areas with shallow bore depth. Prevention requires pressure management maintaining drilling fluid pressure within calculated limits based on formation fracture gradient (typically 20-50 kPa above groundwater pressure), bore path design ensuring adequate cover depth (minimum 3-5 metres depending on formation type), and drilling fluid property control maintaining appropriate viscosity and density. If frac-out occurs, immediately reduce drilling fluid pressure or cease pumping to stop further discharge. Deploy pre-positioned containment equipment including booms and absorbent pads to contain released fluid preventing spread to waterways or sensitive areas. Use vacuum trucks to recover released material for proper disposal at licensed waste facilities. If discharge enters waterways, immediately notify environmental authorities (EPA) as required by legislation, with penalties for environmental harm potentially exceeding project values. Clean up may require excavation of contaminated soil and restoration of affected areas. Frac-outs damage project reputation and can result in regulatory stop-work orders halting operations until management plans are improved. Proper pressure management and contingency planning with response equipment positioned along bore alignment before drilling prevents most frac-outs and allows rapid response minimising consequences if releases occur despite controls.

Related SWMS documents

Browse all documents
Trusted by 1,500+ Australian construction teams

Horizontal Directional Boring SWMS Sample

Professional SWMS created in 5 seconds with OneClickSWMS

  • Instant PDF & shareable link
  • Auto-filled risk matrix
  • Editable Word download
  • State-specific compliance
  • Digital signature ready
  • Version history preserved
Manual creation2-3 hours
OneClickSWMS5 seconds
Save 99% of admin time and eliminate manual errors.

No credit card required • Instant access • Unlimited drafts included in every plan

PDF Sample

Risk Rating

BeforeHigh
After ControlsLow

Key Controls

  • • Pre-start briefing covering hazards
  • • PPE: hard hats, eye protection, gloves
  • • Emergency plan communicated to crew

Signature Ready

Capture digital signatures onsite and store revisions with automatic timestamps.

Continue exploring

Hand-picked SWMS resources

Ready to deliver professional SWMS in minutes?

OneClickSWMS powers thousands of compliant projects every week. Join them today.