Comprehensive SWMS for Irrigation System Installation, Trenching, and Pressure Testing

Landscaping Irrigation Safe Work Method Statement

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Landscaping irrigation installation encompasses the design and construction of automated watering systems delivering water to landscape plants through networks of pipes, valves, controllers, and distribution devices including sprinklers, drip emitters, and micro-spray systems. These essential systems support plant establishment and ongoing health whilst conserving water through efficient targeted delivery, automated scheduling, and integration with weather sensing technology. Irrigation installation requires trenching for pipe burial typically 200-400mm depth, connection to water supply mains requiring plumbing skills and backflow prevention compliance, electrical work for controller and valve solenoid wiring, and pressure testing ensuring system integrity before backfilling. Workers face hazards including underground service strikes during trenching causing electrocution or explosion risks, manual handling injuries from lifting pipe coils and excavation work, pressure equipment failures during testing, confined space risks in valve pit installations, and heat stress during outdoor construction work. This SWMS provides comprehensive safety controls addressing these serious risks whilst ensuring quality irrigation installation meeting Australian plumbing standards, water authority requirements, and landscape design specifications.

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

Overview

What this SWMS covers

Landscaping irrigation installation provides automated water delivery systems essential for establishing and maintaining landscape plantings across residential, commercial, institutional, and public projects in Australia's variable and often water-scarce climate. Modern irrigation systems integrate sophisticated technologies including electronic controllers with multi-station programming, weather-based scheduling adjusting watering to local conditions, soil moisture sensing preventing over-watering, and remote operation via smartphone applications. These systems deliver water efficiently through matched precipitation rate sprinklers, low-volume drip irrigation for garden beds, micro-spray systems for groundcovers, and bubbler or basin systems for trees. Proper installation requires technical knowledge spanning hydraulics, plumbing, electrical low-voltage systems, and landscape horticulture ensuring systems meet Australian Plumbing Standards, water authority connection requirements, and local government water efficiency regulations whilst supporting long-term plant health. Irrigation system components include mainline pipes conveying water from supply point to valve stations typically using PVC class 12 or class 18 pressure pipe in 25-50mm diameters, lateral pipes distributing water from valves to sprinklers or drippers using lighter-duty PVC class 9 or polyethylene pipe in 19-25mm sizes, automatic control valves operated by electric solenoids controlled by electronic controller allowing independent station operation, backflow prevention devices required by water authorities preventing contaminated water siphoning back into potable supply, electronic controllers managing watering schedules and durations typically 4-12 station capacity for residential systems up to 24+ stations for large commercial sites, sprinklers or drippers delivering water to plants with selection based on area shape, size, plant types, and water efficiency requirements, and valve boxes or pits providing access to valves and connections for maintenance and adjustment. Installation typically commences after completion of earthworks, drainage, and soil preparation but before final landscape planting allowing trenching without damaging established vegetation. The process requires careful coordination with other construction trades including civil works teams for water supply connection points, electricians for controller power supply, landscapers for integration with planting plans, and project managers for sequencing around building completion and handover schedules. Work progression generally follows: site assessment and service location verification, marking of pipe routes and sprinkler locations following irrigation design plans, trenching for mainline and lateral pipes, installation of backflow prevention device and connection to water supply requiring licensed plumber, valve installation in boxes or pits, pipe laying and joining using solvent cement or compression fittings, sprinkler and dripper installation at design locations, controller installation and low-voltage wiring from controller to valves, system pressure testing to verify integrity, system commissioning including flow testing and programming, and final backfilling of trenches with compaction.

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

Why this SWMS matters

Safe Work Method Statements for landscaping irrigation installation are critical compliance documents under Work Health and Safety Act 2011 particularly when work involves high-risk construction activities including excavation for trenching that can contact underground services, confined space entry for valve pit installation, electrical work for controller and valve wiring, operation of trenching equipment, and pressure testing procedures with stored energy hazards. Without comprehensive risk management and systematic safety controls, irrigation installers face serious injury risks including fatal electrocution from underground service strikes, serious injuries from pressure equipment failures, manual handling injuries from excavation work, and long-term health effects from sustained outdoor work exposure. Underground service strike risks represent the most severe hazard in irrigation installation with potential for fatal outcomes. Trenching for irrigation pipes typically occurs 200-400mm depth which places excavations directly in the zone where electrical cables, gas lines, telecommunications cables, and water services are commonly buried. Construction sites present heightened risks as service information may be incomplete, recent installations may not appear in Dial Before You Dig records, temporary construction services may exist in non-standard locations, and complex service congestion in built-up areas creates multiple strike opportunities during each excavation. Striking electrical cables with trenching equipment or hand tools can cause fatal electrocution through direct current flow, catastrophic arc flash burns from electrical faults creating explosive plasma, or secondary injuries from recoil and falls. Even low-voltage landscape lighting cables buried alongside irrigation pipes can cause serious shocks and burns if contacted during energised operation. Gas line strikes create immediate explosion and fire hazards plus asphyxiation risks from releases in confined areas such as valve pits. The SWMS must mandate Dial Before You Dig enquiries for all projects, electromagnetic service location verification on site, hand tool use within 500mm of identified services, and immediate work cessation if unexpected services are encountered. Pressure testing procedures create hazards from stored pressure energy when systems are pressurised to test for leaks and verify pressure ratings before backfilling conceals connections. Test pressures typically 1.5 times normal operating pressure mean residential systems tested to 600-900 kPa and commercial systems potentially exceeding 1000 kPa. At these pressures, failures of inadequately glued joints, missing fittings, or damaged pipes cause explosive blowouts projecting pipe sections, fittings, and pressurised water across substantial distances creating impact and injection injury risks. Workers testing pressurised irrigation systems have suffered serious injuries from pipe whip when blowouts occur, injection injuries where high-pressure water penetrates skin, and impact injuries from projectile fittings. The SWMS must specify proper pressure test procedures including visual inspection of all joints before pressurisation, gradual pressure increase monitoring gauges continuously, establishment of exclusion zones preventing worker exposure during pressure holding periods, and controlled pressure release before any adjustment or additional work on pressurised systems.

Reinforce licensing, insurance, and regulator expectations for Landscaping Irrigation 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

Underground Service Strikes During Trenching Operations

High

Excavation for irrigation pipe trenches typically 200-400mm depth occurs directly in the zone where underground electrical cables, gas lines, water mains, telecommunications cables, and sewer services are commonly buried. Construction sites have incomplete service records, recently installed temporary services not yet mapped, services relocated during construction, and dense service congestion in built-up areas. Manual trenching using mattocks, shovels, or spades can strike and damage service conduits and directly contact conductors or pipes. Mechanical trenching using trenching machines, mini-excavators, or bobcats multiplies strike force causing catastrophic damage. Horizontal directional drilling or boring sometimes used to cross paved areas or driveways without surface disturbance can contact services with drilling head unable to detect all service types. Even careful excavation faces risks where services are shallower than standard depth due to erosion, prior earthworks, or installation errors.

Consequence: Fatal electrocution from contact with high-voltage electrical cables, severe arc flash burns from electrical short circuits creating plasma, explosion and fire from gas line strikes, asphyxiation from gas releases in confined areas including valve pits, major property damage and service disruption from water main or sewer strikes, substantial financial penalties and legal liability for service damage, project delays during service repair and investigations, and loss of reputation affecting future project opportunities and insurance premiums.

Pressure Equipment Failures During System Testing

High

Pressure testing of irrigation systems before backfilling requires pressurising pipe networks to 1.5 times operating pressure typically 600-1000 kPa to verify joint integrity and identify leaks. At these pressures, improperly glued joints, missing or damaged fittings, cracked pipes, or inadequate pipe specifications cause catastrophic failures projecting pipe sections, fittings, and high-pressure water jets across distances. PVC pipe failure particularly in larger diameters creates violent fragmentation with sharp plastic shards becoming projectiles. Rubber or plastic caps used to temporarily seal pipe ends during testing can blow off with extreme force if inadequately secured. Workers positioned near pressurised systems during pressure hold periods face impact injuries from pipe whip, blowout projectiles, or high-pressure water injection. Gradual pressure application may not reveal weaknesses that fail catastrophically when full test pressure is reached. Cold weather or early morning testing when PVC is more brittle increases failure risk.

Consequence: Severe injection injuries from high-pressure water penetrating skin requiring emergency surgical treatment and potential amputation, impact injuries and lacerations from pipe whip or projectile fittings causing fractures and deep wounds, eye injuries or blindness from high-pressure water contact or flying debris, hearing damage from explosive blowouts in confined spaces, and secondary injuries from falls or recoil during sudden pressure releases.

Manual Handling Injuries from Trenching and Pipe Installation

Medium

Irrigation installation requires substantial manual handling including repetitive digging during trench excavation, lifting and carrying pipe coils weighing 15-30kg, positioning valve components and boxes, backfilling trenches with excavated material, and sustained awkward postures during pipe joining and fitting installation. Trenching work involves repetitive shovelling, mattock swinging, and soil lifting from trench bottom to surface creating cumulative musculoskeletal loading. Pipe coils particularly 25-50mm mainline pipes in 20-50 metre lengths become heavy and unwieldy during uncoiling and positioning. Workers adopt bent or kneeling postures during pipe joining applying solvent cement, installing compression fittings, and positioning sprinklers. Excavated soil must be cleared from trench edges preventing cave-in hazards then returned during backfilling requiring double-handling of substantial material volumes.

Consequence: Acute lower back strain from improper lifting technique during excavation and material handling, chronic lower back degeneration from repetitive trenching work over career, shoulder injuries from repetitive digging and overhead reaching during pipe positioning, knee damage from prolonged kneeling during pipe joining and fitting installation, hand and wrist strain from repetitive tool use and grip forces, and cumulative musculoskeletal disorders affecting long-term work capacity and quality of life.

Electrical Shock from Controller and Valve Wiring Installation

Medium

Irrigation controller installation requires connection to 240V AC mains power supply for controller operation, and low-voltage 24V AC wiring from controller to valve solenoids for automatic operation. Mains power connection must comply with electrical regulations and typically requires licensed electrician, but unlicensed irrigation installers sometimes conduct this work illegally creating serious electrocution risks from incorrect wiring, inadequate earth bonding, or damaged components. Controllers positioned outdoors on external walls or in garden areas face moisture ingress affecting electrical safety. Low-voltage valve wiring generally considered safe can cause painful shocks and burns if contacted during energised operation or if insulation is damaged allowing moisture contact creating leakage paths. Valve solenoid replacement or wiring repair during troubleshooting can require working on energised systems if controllers are not isolated. Buried valve wiring without conduit protection can be damaged during subsequent excavation, landscape maintenance, or stake driving creating exposed conductors.

Consequence: Fatal or serious electrical shock from 240V mains contact during improper controller installation or if defective controllers fail, painful electric shock and burns from 24V valve wiring particularly with wet hands or compromised insulation, fire risk from electrical faults in controllers or damaged wiring, damage to electronic controller components from wiring errors or short circuits requiring costly replacement, and regulatory non-compliance from unlicensed electrical work attracting penalties.

Confined Space Hazards in Valve Pit Installation and Maintenance

Medium

Large irrigation systems particularly commercial sites use valve pits or vaults housing multiple valves, backflow prevention devices, and connections allowing service access and protection from damage. These pits can constitute confined spaces particularly when exceeding 1.2m depth with limited access opening and poor ventilation. Excavation for pit installation creates confined space conditions during construction. Oxygen-deficient atmospheres can develop from soil decomposition, vegetation decay, or flooding. Toxic gases including hydrogen sulphide or methane may accumulate in pits located in areas with organic soils or near waste infrastructure. Entry for valve installation, connection work, or maintenance requires confined space assessment and may trigger confined space entry permit requirements. Engulfment hazards exist if trench walls collapse during pit excavation. Some pits in flood-prone areas can accumulate water creating drowning hazards during entry.

Consequence: Asphyxiation from oxygen-deficient atmosphere in valve pits causing loss of consciousness and death within minutes, toxic gas exposure causing respiratory distress, unconsciousness, or death, drowning from water accumulation in pits if entry occurs without pumping, burial and suffocation from trench collapse during pit excavation, and injuries from falls entering or exiting deep pits without appropriate access ladders or steps.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Underground Service Location and Safe Excavation Protocols

Elimination

Eliminate underground service strike risk through mandatory comprehensive service location procedures before any excavation, electromagnetic verification of actual service positions on site, and hand tool use for exposure near identified services. This control hierarchy eliminates the hazard of unexpected service contact rather than managing consequences after strikes occur.

Implementation

1. Contact Dial Before You Dig (1100) minimum two business days before work commencing providing accurate site details using address, lot number, and GPS coordinates 2. Obtain service plans from all asset owners including electricity, gas, water, telecommunications, and sewer authorities showing locations of infrastructure 3. Engage qualified service locator with electromagnetic location equipment (cable and pipe locators) to verify actual positions on ground as plans show indicative locations only 4. Mark all identified service locations on ground using appropriate colour-coded paint per AS 5488 standards (red electrical, yellow gas, blue water, orange telecom) 5. Maintain 500mm minimum clearance from marked services when using mechanical excavation equipment including trenchers, excavators, or bobcats 6. Use hand tools exclusively for excavation within 500mm of identified service locations allowing tactile awareness and immediate stop if resistance encountered 7. Carefully expose services where trenching must cross service alignments, support exposed cables or pipes preventing damage from sagging, and protect with boards or conduit before covering 8. Adjust trench routes if service conflicts arise rather than excavating directly adjacent to critical services - minor route changes are preferable to strike risks 9. Clearly mark any exposed services with bunting or high-visibility tape preventing accidental contact during subsequent installation work 10. Halt work immediately and contact relevant authority if unexpected services encountered during excavation - never attempt to work around unknown services without authority guidance

Pressure Testing Safety Procedures and Exclusion Zones

Engineering Control

Implement engineering and administrative controls for pressure testing including thorough joint inspection before pressurisation, gradual pressure increase with continuous monitoring, exclusion zones preventing worker exposure during pressure holds, and controlled pressure release before any system access. These controls prevent exposure to stored pressure energy hazards.

Implementation

1. Conduct comprehensive visual inspection of all solvent-welded joints, compression fittings, and connections before pressurisation checking for proper gluing, correct fitting installation, and adequate pipe support 2. Install calibrated pressure gauge at test location providing accurate pressure monitoring throughout test procedure with gauge rated for maximum test pressure 3. Use manual hand pump or controlled water source for gradual pressure increase rather than rapid pressurisation allowing early detection of weaknesses before catastrophic failure occurs 4. Establish exclusion zone minimum 5 metres radius around pressurised irrigation system preventing worker presence during pressure holding period 5. Increase pressure gradually to 50% of test pressure, hold and inspect for obvious leaks, then increase to 75%, hold, inspect, then increase to 100% test pressure with holds allowing system stabilisation 6. Maintain test pressure for specified duration (typically 1-2 hours) whilst maintaining exclusion zone with all workers positioned beyond safety distance 7. Monitor pressure gauge continuously during hold period - significant pressure drop indicates leaks requiring investigation after controlled pressure release 8. Release pressure slowly and completely before approaching system to investigate leaks or conduct additional work - never approach or adjust pressurised systems 9. Use pipe anchors or restraints on temporary end caps preventing blowoff if caps fail under test pressure creating projectile hazards 10. Schedule pressure testing during moderate temperature conditions avoiding early morning cold when PVC is brittle or afternoon heat when pressure increases from temperature effects

Mechanical Trenching and Excavation Aid Use

Substitution

Substitute manual trenching with mechanical equipment including walk-behind trenchers, mini-excavators, or trenching attachments on compact equipment reducing manual excavation effort and associated musculoskeletal injury risk. Where mechanical methods are impractical due to access or congestion, use of powered augers and appropriate excavation tools reduces manual force requirements.

Implementation

1. Use walk-behind trenchers or mini-excavators for straight trenching runs in open areas achieving precise depth and width whilst eliminating manual digging 2. Engage appropriate trencher blade width for pipe size - typically 100-150mm blade for lateral lines, 150-200mm for mainlines minimising over-excavation requiring backfilling 3. Set trencher depth guides ensuring consistent depth meeting specification (typically 200-300mm for lateral lines, 300-400mm for mainlines) without operator judgment required 4. For areas with restricted access preventing mechanical trenching, use powered earth augers or post hole diggers for vertical holes reducing digging effort 5. Stockpile excavated material adjacent to trenches on one side only maintaining clear working area and simplifying backfilling operations 6. Use wheelbarrows or small dumpers for transporting excavated material requiring relocation rather than manual shovelling and carrying 7. Implement two-person teams for manual excavation where mechanical methods impractical allowing task rotation between digging, clearing, and pipe installation 8. Provide ergonomic tools including long-handled spades and sharpened blades reducing force requirements and improving working postures 9. Schedule adequate project timeframes allowing reasonable work pace without pressure encouraging risky manual handling or inadequate break compliance 10. Engage bobcats or excavators for site preparation including removal of existing surfaces, obstacles, or hard materials before trenching commences

Electrical Safety and Licensed Contractor Requirements

Administrative Control

Ensure electrical safety through mandatory use of licensed electricians for mains power connections, proper low-voltage wiring installation techniques, controller specification compliance with Australian standards, and isolation procedures for maintenance work. Administrative controls ensure competent personnel conduct electrical work minimising shock and fire risks.

Implementation

1. Engage licensed electrician holding A-grade or appropriate electrical contractor licence for all 240V mains power connections to irrigation controllers 2. Verify controllers meet Australian electrical safety standards (AS/NZS 3000) with appropriate IP rating for outdoor installation location (minimum IP55 for external mounting) 3. Install controllers in weatherproof enclosures or under cover preventing moisture ingress affecting electrical components and safety 4. Use appropriate low-voltage cable for valve wiring (minimum 1.0mm² multi-core irrigation wire) with UV-resistant insulation for exposed portions 5. Install low-voltage wiring in conduit where crossing driveways, paths, or other areas where damage is likely protecting conductors from mechanical damage 6. Label controller circuit breakers and isolation switches clearly enabling rapid power isolation during emergencies or maintenance 7. Bury valve wiring below trench minimum depths protecting from subsequent excavation during landscape maintenance or improvement works 8. Implement lockout/tagout procedures requiring controller isolation and verification before conducting maintenance or repairs on energised valve wiring 9. Provide insulated tools for valve solenoid work reducing shock risk if inadvertent contact with energised low-voltage conductors occurs 10. Conduct earth leakage testing on controller installation verifying proper earthing and RCD protection function correctly

Confined Space Assessment and Entry Controls

Administrative Control

Conduct confined space assessment for valve pit installation and maintenance work determining if confined space entry permit system is required. Implement appropriate controls including atmospheric testing, ventilation, standby personnel, and emergency retrieval equipment if confined space classification applies protecting workers from asphyxiation, toxic atmosphere, and engulfment hazards.

Implementation

1. Assess all valve pits and excavations exceeding 1.2m depth to determine if confined space classification applies based on limited entry/exit and potential for hazardous atmosphere 2. Conduct atmospheric testing using calibrated gas detector before any entry measuring oxygen percentage (must be 19.5-23.5%), combustible gases (must be <5% LEL), and toxic gases (H2S, CO must be <10ppm) 3. Implement mechanical ventilation using blowers or fans introducing fresh air if initial atmospheric testing indicates deficiencies or if work will generate contaminants 4. Establish confined space entry permit system for entries meeting classification criteria documenting atmospheric testing, isolation procedures, emergency equipment, and communication protocols 5. Require standby personnel positioned at pit opening maintaining visual or voice contact with entrants and capable of initiating emergency retrieval without entering 6. Provide and require use of harnesses and retrieval lines attached to mechanical retrieval systems (tripod and winch) allowing extraction without entry by rescue personnel 7. Install adequate lighting in pits eliminating hazards from poor visibility during connection and adjustment work 8. Install fixed ladders or steps for access/egress in pits exceeding 1.5m depth providing secure climbing rather than relying on edge grip or jumping 9. Barricade open pits preventing inadvertent entry, falls into excavations, or debris accumulation requiring removal before entry 10. Train personnel in confined space hazards, entry procedures, emergency response including rescue, and ensure competency is documented and current

Personal Protective Equipment for Irrigation Installation

Personal Protective Equipment

Provide comprehensive PPE suite addressing irrigation installation hazards including excavation risks, pressure equipment exposure, electrical contact, sun exposure, and manual handling support. Ensure PPE is correctly fitted, maintained serviceable, replaced when damaged, and workers are trained in proper use and limitations.

Implementation

1. Issue steel-capped safety boots meeting AS/NZS 2210.3 protecting feet from dropped pipes, tools, excavation hazards, and providing support during manual work 2. Provide hard hats if work occurs near overhead hazards, falling objects from structures, or mobile plant operations 3. Supply work gloves with reinforced palms for excavation work, pipe handling, and general construction tasks protecting from abrasion and splinters 4. Issue safety glasses with side shields protecting eyes from soil debris during excavation, pipe cement vapours, and potential pressure equipment failures 5. Provide hearing protection if using mechanical trenching equipment, jackhammers for hard surface removal, or compaction equipment for backfilling 6. Supply broad-brimmed hats and SPF 50+ sunscreen for UV protection during outdoor work in Australia's high radiation environment 7. Issue high-visibility vests if work occurs near roadways, active construction with mobile plant, or other situations requiring enhanced visibility 8. Provide waterproof or water-resistant clothing for pressure testing operations and wet working conditions 9. Supply knee pads for workers conducting sustained kneeling during pipe joining and fitting installation reducing knee compression 10. Maintain PPE replacement programme ensuring damaged, worn, or contaminated items are replaced promptly maintaining protective effectiveness

Personal protective equipment

Requirement: AS/NZS 2210.3 with slip-resistant sole

When: Throughout all irrigation installation work protecting feet from dropped pipes, tools, excavation hazards, and trench work

Requirement: Type 1 per AS/NZS 1801

When: If work near overhead structures, falling object risks, mobile plant operations, or other overhead hazards present

Requirement: Leather or synthetic with reinforced palms

When: During excavation, pipe handling, and manual work protecting from abrasion, splinters, and rough materials

Requirement: Medium impact with side shields per AS/NZS 1337

When: Throughout all operations protecting from excavation debris, pipe cement vapours, and pressure equipment hazards

Requirement: Class 4 or 5 per AS/NZS 1270

When: When using mechanical trenchers, jackhammers, compactors, or other equipment generating noise exceeding 85dB

Requirement: Minimum 7.5cm brim per Cancer Council guidelines

When: During all outdoor work for UV protection particularly during peak radiation periods 10am-3pm

Requirement: Class D Day/Night per AS/NZS 1906.4

When: If work near roadways, active construction areas with mobile plant, or situations requiring enhanced worker visibility

Requirement: Water-resistant jacket and trousers

When: During pressure testing operations and wet working conditions preventing saturation and cold stress

Inspections & checks

Before work starts

  • Review irrigation design plans identifying pipe routes, valve locations, sprinkler positions, controller location, and water supply connection point
  • Verify Dial Before You Dig enquiry completed and service plans obtained for all underground infrastructure in work area
  • Conduct site walkover identifying surface features, obstacles, existing vegetation, slopes, and access constraints affecting installation
  • Check material delivery includes all specified components: pipes, fittings, valves, controller, backflow prevention device, sprinklers, and accessories
  • Inspect trenching equipment if mechanical methods planned verifying serviceability of trencher, excavator, or compact equipment
  • Verify hand tools are available and serviceable including shovels, mattocks, pipe cutters, glue applicators, and measuring tools
  • Check PPE availability and serviceability including safety boots, hard hats, gloves, safety glasses, and sun protection equipment
  • Confirm licensed plumber or irrigation technician is available for backflow device installation and water authority connection
  • Verify licensed electrician is engaged for controller mains power connection or confirm controller uses battery or solar power not requiring mains
  • Assess weather conditions including rain forecast that would affect trenching and pressure testing operations
  • Identify emergency assembly point, verify mobile phone reception, confirm location of nearest medical facility
  • Establish exclusion zones if mechanical equipment will operate preventing unauthorised access during trenching and excavation

During work

  • Monitor excavation depth and alignment ensuring trenches match design routing and achieve specified depth for pipe burial
  • Verify clearance from underground services is maintained during trenching halting work immediately if services encountered
  • Check pipe laying maintains correct fall or grade per specification ensuring drainage and preventing air locks in pressurised lines
  • Observe pipe joining procedures verifying solvent cement is applied correctly to both pipe and fitting with adequate cure time before handling
  • Monitor valve installation ensuring correct orientation, adequate depth in boxes or pits, and wiring connections are secure and protected
  • Verify sprinkler positioning matches design locations with appropriate spacing and coverage patterns for plant areas
  • Check controller wiring routing uses conduit protection where required and burial depth prevents damage from subsequent work
  • Observe pressure testing procedures confirming gradual pressure increase, adequate hold time, and exclusion zone compliance
  • Monitor workers for heat stress symptoms, manual handling technique, and PPE use particularly during sustained excavation work
  • Verify backfilling proceeds progressively after pressure testing prevents trench cave-in risks and restores surface promptly

After work

  • Conduct final system pressure test after backfilling verifying no damage occurred to pipes during backfill compaction
  • Perform system commissioning including flow testing of all stations, checking sprinkler coverage and adjustment, and programming controller
  • Verify all excavations are properly backfilled and compacted restoring surfaces to pre-work condition or better
  • Check all valve boxes have lids installed flush with finished grade preventing trip hazards and protecting valves from damage
  • Clean tools removing soil and debris before storage preventing corrosion and maintaining condition for future work
  • Properly dispose of waste materials including pipe offcuts, packaging, excess soil unsuitable for backfilling
  • Document completed installation including as-built plan showing actual pipe routing, valve locations, and any variations from design
  • Photograph installed system components before covering including valve configurations, connections, and controller wiring for future reference
  • Provide operation and maintenance documentation to client including controller programming instructions, system layout, and maintenance requirements
  • Report any quality concerns, installation difficulties, or deviations from specification to project manager for assessment
  • Document near-miss incidents, equipment failures, or safety concerns for investigation and corrective action

Step-by-step work procedure

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

Field ready

Site Assessment and Service Location Verification

Commence irrigation installation with thorough site assessment and underground service location procedures. Review irrigation design documentation understanding pipe routing, valve locations, sprinkler positions, and system specifications. Walk the site observing existing conditions including slopes, soil types, vegetation, surface features, and potential obstacles. Mark proposed pipe routes and key component locations on ground using spray paint or marker flags matching design plans. Verify Dial Before You Dig enquiry has been completed obtaining service plans from all asset owners. Engage qualified service locator with electromagnetic equipment to verify actual positions of electrical cables, gas lines, water mains, telecommunications infrastructure on ground as plans provide indicative locations only. Mark all identified services using colour-coded paint per AS 5488 standards. Assess whether proposed pipe routing conflicts with services requiring route adjustments - make necessary modifications to avoid services whilst maintaining hydraulic design integrity. Identify any confined space situations in proposed valve pits requiring special entry controls. Establish work zones and exclusion areas if mechanical trenching equipment will be used. Set up material staging areas positioning pipe, fittings, and components conveniently to installation locations whilst maintaining site access.

Safety considerations

Never commence trenching without confirmed service location information and electromagnetic verification on site. Service plans show indicative locations only - actual positions can vary metres from shown locations requiring on-ground verification. Maintain mandatory clearances from identified services and adjust routes if necessary. Establish clear communication protocols if working near active roadways or in congested construction environments.

Trenching and Pipe Installation

Execute trenching operations following marked routes maintaining specified depths and ensuring clearance from underground services. Use mechanical trenchers or mini-excavators for straight runs in open areas achieving consistent depth and minimal over-excavation. Maintain 500mm minimum clearance from marked services switching to hand tools within this critical zone. For manual excavation, use appropriate technique maintaining stable trench sides, stockpiling excavated material adjacent to trenches for backfilling, and avoiding over-excavation requiring excess backfill. Achieve specified trench depths typically 200-300mm for lateral lines serving sprinklers and drippers, 300-400mm for mainlines conveying water from supply to valves. Lay pipes in trenches ensuring correct routing, maintaining specified falls or grades for drainage, and providing adequate support preventing stress on joints. Join PVC pipes using solvent cement applied to both pipe exterior and fitting interior with adequate coverage ensuring waterproof seal - allow specified cure time before handling or pressurising joints. Use compression fittings or mechanical couplings where specified for ease of future maintenance. Install valve assemblies in prescribed locations within valve boxes or pits ensuring adequate depth, correct orientation for servicing, and protection of solenoid wiring. Position sprinklers at design locations with correct spacing and heights for intended coverage patterns.

Safety considerations

Always use hand tools exclusively within 500mm of marked underground services regardless of time pressure or production demands. Halt work immediately if unexpected resistance, cables, pipes, or services encountered during excavation contacting relevant authority before proceeding. Ensure adequate trench stability - shore or slope trench sides if depth or soil conditions create cave-in risk. Use solvent cement in well-ventilated areas or outdoors preventing vapour concentration and inhalation exposure. Allow adequate cure time for solvent-welded joints before handling preventing joint failure under subsequent stress.

Backflow Prevention and Water Supply Connection

Install backflow prevention device and connect irrigation system to water supply main complying with water authority requirements and Australian Plumbing Standards. This work must be conducted by licensed plumber holding appropriate plumbing licence for water supply connection work. Position backflow prevention device at point of supply connection typically near water meter or as specified by water authority. Device type depends on hazard classification with common types including reduced pressure zone (RPZ) devices for high hazard irrigation or double check valve (DCV) assemblies for lower hazard applications. Install device above ground on stand or platform preventing submersion during flooding, oriented correctly per manufacturer instructions with test ports accessible, and protected from freezing where applicable. Connect device to water supply using approved methods and materials complying with AS/NZS 3500 Plumbing and Drainage standards. Install isolation valve before backflow device allowing shutdown for servicing. Conduct pressure testing of connection verifying no leaks and system pressure is adequate for irrigation operation. Some jurisdictions require backflow device testing and registration with water authority - ensure compliance with local requirements. Connect irrigation mainline to outlet side of backflow device using appropriate transition fittings matching pipe materials and sizes.

Safety considerations

Ensure licensed plumber conducts all water supply connection work - unlicensed installation violates plumbing regulations and creates serious liability and safety risks. Verify water supply is isolated before breaking into mains preventing high-pressure water releases that can cause injuries. Use appropriate pressure ratings for all fittings and pipes preventing failures under normal or surge pressures. Follow manufacturer installation instructions for backflow prevention devices ensuring correct orientation and height installation for proper operation.

Controller Installation and Electrical Wiring

Install irrigation controller at convenient accessible location providing weather protection and proximity to water supply control point. Common locations include garage or house external walls under eaves, dedicated controller cabinets, or weatherproof enclosures on posts or structures. Position controller at comfortable operating height typically 1.4-1.6m above ground allowing easy programming and adjustment. Engage licensed electrician for 240V mains power connection from house or site power supply to controller ensuring compliance with AS/NZS 3000 wiring rules. Verify controller has appropriate IP rating for installation environment (minimum IP55 for external locations). Run low-voltage (24V AC) valve wiring from controller to each valve location using multi-core irrigation wire typically 7-core for systems up to 6 stations. Install valve wire in conduit where crossing driveways, paths, or areas where mechanical damage likely. Bury valve wire alongside irrigation mainline at specified depth (typically 300mm minimum) protecting from damage during subsequent landscape maintenance or excavation. Connect valve wires to appropriate controller terminals matching station programming to valve locations. Label each valve wire at controller and at valves identifying which station controls each valve. Connect common wire to all valve solenoids completing electrical circuit. Test controller operation verifying each station activates correct valve and manual operation functions properly.

Safety considerations

Use licensed electrician for all 240V mains power connections - this is legal requirement preventing serious shock and fire risks. Never energise controller until all wiring is complete and connections are verified correct preventing short circuits damaging controller. Install controller with appropriate circuit breaker protection and earth leakage (RCD) protection per electrical regulations. Protect valve wiring from damage during installation and backfilling preventing conductor exposure or insulation damage causing shorts or shock hazards.

Pressure Testing and System Commissioning

Conduct comprehensive pressure testing before backfilling trenches verifying system integrity and identifying any leaks requiring repair. Conduct thorough visual inspection of all solvent-welded joints, compression fittings, valve connections, and sprinkler installations checking for proper assembly and obvious defects. Install calibrated pressure gauge at convenient test location typically near backflow device or at mainline end cap. Use manual hand pump or controlled water source for gradual pressurisation. Establish exclusion zone minimum 5 metres radius around pressurised system preventing worker exposure during test. Increase pressure gradually to 50% of test pressure, hold briefly whilst observing gauge and checking for obvious leaks, then increase to 75%, hold and inspect, then increase to 100% test pressure (typically 1.5 times normal operating pressure, commonly 600-900 kPa for residential systems). Maintain test pressure for specified duration typically 1-2 hours whilst maintaining exclusion zone. Monitor pressure gauge for drops indicating leaks. After successful pressure hold, release pressure slowly and completely before approaching system to inspect and verify. Repair any identified leaks repeating pressure test to verify repairs. After successful test and backfilling, commission system by activating each station verifying proper sprinkler operation, checking coverage patterns, adjusting sprinkler heads for optimal distribution, and programming controller with appropriate watering schedules based on plant types, soil conditions, and climate.

Safety considerations

Never approach or work on pressurised irrigation systems - always release pressure completely before any adjustment or repair work. Maintain exclusion zones during pressure testing preventing exposure to blowout projectiles or high-pressure water if failures occur. Use gradual pressure increase allowing detection of weaknesses before catastrophic failures. Schedule testing during moderate temperatures avoiding early morning cold when PVC is brittle or afternoon heat causing pressure increases from thermal expansion. Secure all temporary end caps with appropriate restraints preventing blowoff projectiles if caps fail under pressure.

Backfilling, Site Restoration, and Documentation

Complete installation with proper backfilling of trenches, site restoration to pre-work condition or better, and comprehensive documentation for client and future reference. Backfill trenches using excavated material or imported material if unsuitable soil was encountered, placing in 150-200mm layers and compacting each lift moderately to prevent future settling whilst avoiding excessive compaction that could damage pipes. Maintain uniform backfill around pipes without voids or stones contacting pipes. Restore surface finishes including turf, paving, mulch, or other materials to match pre-work conditions. Install valve box lids flush with finished grade preventing trip hazards and protecting valves whilst providing access for future adjustment and maintenance. Clean work areas removing excess soil, pipe offcuts, packaging, and construction debris. Conduct final system test after backfilling verifying no damage occurred to pipes during backfill operations and all stations function correctly. Document completed installation creating as-built plan showing actual pipe routing particularly where deviations from design occurred, valve locations with station identifications, controller programming settings, and component specifications. Photograph key system elements including backflow device, controller installation, valve configurations before covering, and completed landscape integration. Provide operation and maintenance manual to client including controller programming instructions, seasonal adjustment recommendations, winterisation procedures if applicable, routine maintenance requirements, troubleshooting guidance, and emergency shut-off locations.

Safety considerations

Ensure all trenches are completely backfilled and compacted preventing cave-in hazards and restoring safe site conditions. Verify valve box lids are properly installed and flush preventing trip hazards for workers and site users. Remove all construction debris and materials preventing ongoing site hazards. Clean tools and equipment before storage preventing corrosion and maintaining serviceability. Document any safety concerns, near-misses, or incidents for investigation and corrective action.

Frequently asked questions

What licensing requirements apply to irrigation system installation and water supply connections in Australian construction projects?

Irrigation installation licensing requirements vary by state but generally require licensed plumbers for water supply connections and backflow prevention device installation. In most Australian jurisdictions, connection to potable water supply (mains water) must be conducted by licensed plumber holding appropriate class of plumbing licence. This includes installation of backflow prevention devices which are mandatory under plumbing codes preventing contaminated water siphoning back into potable supply. Backflow devices must be tested by licensed testers and registered with water authorities in most areas. The irrigation system installation downstream of backflow device (pipes, valves, sprinklers) can often be conducted by non-licensed irrigation technicians or landscapers, though some states require specific irrigation contractor licensing or certification. Electrical connections for irrigation controllers fall under electrical regulations - 240V mains power connections must be conducted by licensed electricians holding A-grade or equivalent electrical licence. Low-voltage (24V AC) wiring from controller to valves generally does not require electrical licence but must comply with wiring standards. Some water authorities impose additional requirements including approved contractor lists, connection permits, metering requirements, and water efficiency standards that must be met. PCBUs engaging irrigation contractors must verify appropriate licensing before permitting work, maintain copies of licence documentation, and ensure work complies with relevant plumbing and electrical standards. Penalties for unlicensed plumbing or electrical work include fines, liability for defective work, insurance policy voidance, and potential prosecution for serious breaches.

What Dial Before You Dig procedures are required before irrigation trenching, and what happens if unexpected services are encountered during excavation?

All irrigation installation requiring excavation must commence with Dial Before You Dig enquiry contacted minimum two business days before work starts. Contact via phone (1100) or online portal providing accurate work location using street address, lot/DP number, site plan or aerial photograph marked with proposed work area. The enquiry generates automated notification to all asset owners (electricity, gas, water, telecommunications, transport authorities) who provide service plans showing infrastructure locations in the work area. Plans received show indicative locations only with actual positions potentially varying several metres from shown locations particularly for older infrastructure. Upon receiving plans, review carefully identifying all services noting type, depth, and location information. Engage qualified service locator with electromagnetic cable and pipe locating equipment to verify actual service positions on ground before excavation. Cable locators detect electrical cables and some metallic pipes but cannot detect all service types including non-metallic water and sewer pipes which require different detection methods. Mark verified service locations on ground using appropriate colour coding per AS 5488: red for electrical, yellow for gas, blue for water, orange for telecommunications. Photograph marked services providing record of pre-work conditions. During excavation, maintain 500mm minimum clearance from marked services when using mechanical equipment. Within 500mm zone, use hand tools only (shovels, spades, no powered equipment) allowing tactile feedback if services contacted. If unexpected services are encountered - immediately cease excavation, secure the area preventing further disturbance, contact Dial Before You Dig or emergency service contact number on plans for guidance, engage qualified service locator to identify the service type, contact the relevant asset owner for advice on safe working procedures, and do not proceed until authority approval received. Never attempt to work around, over, or remove unknown services as this creates extreme safety and liability risks. For damaged services during excavation, implement emergency procedures: electrical contact requires immediate site evacuation and emergency services call, gas leaks require evacuation, ignition source elimination, and emergency services notification, water or sewer damage requires immediate reporting to relevant authority. Document all service encounters and authority contacts providing evidence of compliance with due diligence requirements.

What pressure test procedures ensure irrigation system integrity whilst protecting workers from pressure equipment hazards?

Irrigation system pressure testing requires systematic procedures balancing need for thorough leak detection with worker protection from stored pressure energy hazards. Before pressurisation, conduct comprehensive visual inspection of all joints, fittings, connections, and pipe runs checking for proper solvent cement application showing excess cement squeeze-out around joints, correct fitting orientation and positioning, adequate pipe support preventing joint stress from pipe weight or soil pressure, and absence of obvious defects including cracks, gaps, or missing components. Install calibrated pressure gauge with range exceeding test pressure (typically 0-1000 kPa gauge for residential systems) providing accurate pressure monitoring. Use manual hand pump or controlled water source allowing gradual pressure increase - rapid pressurisation can cause sudden failures before workers can evacuate safely. Establish exclusion zone minimum 5 metres radius around all pressurised components including mainlines, laterals, valve assemblies, and test point preventing worker exposure during pressure hold period. Increase pressure gradually to 50% of target test pressure (typically test at 1.5 times normal operating pressure meaning 50% increment is 75% of normal operating pressure), hold for 5 minutes observing gauge for drops and visually inspecting for obvious leaks or weeping joints. If stable, increase to 75% of test pressure, hold and inspect. Finally increase to 100% test pressure and maintain for specified duration typically 1-2 hours per specification or manufacturer recommendations. Monitor pressure continuously during hold period - significant pressure drop (typically more than 50 kPa over test period) indicates leaks requiring investigation. Maintain exclusion zone throughout test - never approach pressurised systems even to observe suspected leaks. After successful pressure hold, release pressure slowly and completely before approaching system to verify and inspect. If leaks found, mark locations, assess cause, release pressure, conduct repairs (re-glue joints, replace fittings, repair pipe damage), allow adequate cure time for repairs, then repeat pressure test to verify. For failed fittings during test causing blowouts, assess cause which may include inadequate cleaning before gluing, insufficient cement application, inadequate cure time before pressurising, wrong fitting type or specification, or excessive pressure from water hammer or surge. Never bypass pressure testing to save time as undetected leaks cause ongoing water waste, pressure loss affecting system performance, and potential erosion or property damage from leaks in concealed locations discovered only after problems develop.

What confined space requirements apply to valve pit installation and maintenance in irrigation systems?

Valve pits and underground irrigation infrastructure may constitute confined spaces triggering specific regulatory requirements under Work Health and Safety Regulations. A confined space is defined as enclosed or partially enclosed space that is not designed or intended primarily as workplace, is entered only for specific purpose, and may have atmospheric hazards, engulfment risks, or configuration preventing easy escape. Irrigation valve pits exceeding approximately 1.2m depth with restricted entry opening (typically 600-750mm diameter access) potentially meet confined space classification requiring formal assessment. Conduct confined space assessment considering depth, entry/exit configuration, potential for hazardous atmosphere development from organic decomposition, flooding risk, structural stability, and work to be performed. If classified as confined space, implement comprehensive entry controls: obtain confined space entry permit documenting atmospheric testing results, isolation procedures, emergency equipment, communication protocols, and authorised personnel. Conduct atmospheric testing before every entry using calibrated multi-gas detector measuring oxygen percentage (must be 19.5-23.5%), combustible gases (must be below 5% lower explosive limit), carbon monoxide and hydrogen sulphide (must be below 10ppm), and any other anticipated contaminants specific to site conditions. If testing indicates deficiencies, implement mechanical ventilation using portable blowers introducing fresh air before and during entry. Provide personal gas monitors for entrants with alarms set for hazardous conditions allowing immediate evacuation if atmosphere deteriorates. Station competent standby person at pit opening maintaining continuous communication with entrant, monitoring conditions, preventing unauthorised entry, and capable of initiating emergency retrieval without entering space themselves. Provide and require use of harnesses with retrieval lines attached to mechanical retrieval system (tripod and winch) positioned over entry allowing victim extraction without rescuer entry. Ensure adequate lighting eliminating hazards from poor visibility. Install permanent access ladder or steps in pits used frequently providing safe climbing rather than relying on edge grip or jumping. Isolate irrigation system and electrical controls preventing inadvertent valve operation or energisation during entry work. Train all personnel in confined space hazards, entry procedures, emergency response, and use of required equipment with competency documented and current. For shallow pits or boxes not meeting confined space classification, still implement precautions including atmospheric testing if organic materials or flooding present, adequate lighting and ventilation, and positioning of ladder or step stool providing safe access. Never enter pits during or immediately after rainfall when drowning risk exists from accumulation or if pit shows signs of instability including cracked walls, loose soil, or undermining.

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