Title Page
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Inspection Type
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Inspection Date
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Site conducted
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Project No.:
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Unitywater Connection Approval Ref No.:
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Development Estate Name/Street Name
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SP Plan:
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Stage
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Total Number of Lots
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Accredited Entity : Covey Associates (ACR/AE 2018-016)
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Major/Minor Connections Certifier Name:
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ACR/MAJ 2021-088
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ACR/MAJ 2018-013
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ACR/MAJ 2018-033
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ACR/MAJ 2018-034
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ACR/MAJ 2020-113
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Construction Certifier Name:
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ACR/CC 2018-011
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ACR/CC 2018-111
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ACR/CC 2021-111
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ACR/CC 2021-140
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ACR/CC 2018-077
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Registered Certifier Contact Phone No:
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Contractor
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Contractor Contact Phone No.:
Inspection Prerequisite
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Check Survey Pegs have been installed (survey pegs and not stake markers).
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Check water mains have been pressurised to enable water meters to be checked.
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Copy of As Constructed
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Sewer lines flushed and passed testing.
Water Reticulation
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Water Reticulation Inspection
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Water Reticulation Valves
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Valve spindal tight (but adjustable)
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Valve spindal centrally located.
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Top of valve spindles are at the correct height (75mm min to 225mm max below valve box lid).
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Valve spindal is fixed to valve.
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Water main blue tracer wire detectable tape accessible in valve box.
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Valve body has been wrapped in manufacturer approved polythene blue sleeving (visible in valve box).
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Shroud is diameter 225mm and extended to the top of surround cover (inside valve box).
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Valve and valve box to be void of mud and dirt (to bottom of shroud).
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Confirm valve box lids are trafficable (pavement or constructed driveway) or non trafficable as required (SEQ Code).
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Confirm valve box lid is the correct colour (White = Normal Valve, Red = Zone Valve etc).
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Valve box is level with the FSL (no trip hazard).
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Valve boxes are aligned so long side of rectangle are parallel with the water main direction).
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Valve brass kerb marker (V) are flush in face of kerb with white painted marker installed (250mm wide, top of kerb to bottom of kerb); OR marker post if no kerb.
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White "V" pavement marker installed 50mm offset from centre line and correct height.
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Pavement "V" Marker, kerb marker and brass marker (or marker post where applicable) are all in line with valve box lid.
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Hydrants
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Hydrant brass kerb marker (H) re flush in face of kerb with yellow (Golden yellow - AS2700 Y14) painted marker installed 250mm wide, top of kerb to bottom of kerb).
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Blue RRPM has been installed (100mm offset from centre of the road) and in line with the hydrant and brass kerb marker.
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Thermoplastic reflective directional arrow installed (Golden yellow - AS2700 Y14).
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Hydrant and hydrant box are void of mud and dirt.
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Hydrant risers are DN 100 (via flange inside hydrant box).
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Water main blue tracer wire detectable tape accessible in hydrant box.
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Hydrant tee and riser body wrapped in manufacturer approved polythene blue sleeving (visible in hydrant box).
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Hydrant Shroud is diameter 225mm and extended to the top of surround cover (inside hydrant box).
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Top of hydrant lugs/claws are correct height (75mm min to 225mm max below hydrant box lid).
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Hydrant is centrally located in hydrant box.
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Hydrant lugs/claws are aligned parallel with the main driection.
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Temporary hydrant (ducks foot) is installed with lugs/claws and hydrant box long side of rectangle at 90deg to the water main direction and are not identified with blue reflector road marker, kerb marker and brass marker (or marker post where applicable).
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Confirm hydrant box lids are trafficable (pavement or constructed driveway) or non trafficable as required (SEQ Code).
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Confirm the hydrant box lid is the correct colour (Golden Yellow - AS2700 Y14).
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Hydrant box is level with the FSL (No trip hazard).
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Hydrant boxes are aligned long side of rectangle are parallel with the water main direction.
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Hydrant box surround installed where hydrant is located in concrete pathway/constructed driveway or road pavement.
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Water Service Conduits and Water Main Road Crossing
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Brass (only) "W" conduit markers (water service pipe crossing road pavement) are flush in centre face of kerb.
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Brass (only) "WM" markers (water main crossing of road pavement) or (constructed concrete driveways) are flush in centre face of kerb.
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Brass (only) "WM" markers (end of water main) are flush in centre face of kerb.
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Water Reticulation - Flush Points
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Flush Point Box installed (SEQ Code compliant) and is level with the FSL (No trip hazard).
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1.5 inch Brass Gate Valve with brass hand wheel installed.
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38mm Brass Storz x 1.5inch BSP installed.
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Dust cap installed.
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Water main blue tracer wire detectable tape is accessible within flush point box.
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Confirm flush point box lid is painted correct colour - White
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Flush Point Brass (only) Kerb Marker (F) is flush in face of kerb with white painted marker installed (All paint is compliant with SEQ code - sprayed not burshed, 2 coats of paint and glass bead - 250mm wide, top of kerb to bottom of kerb); OR mark.
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Thermoplastic reflective directional arrow installed (White).
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White "F" pavement marker installed (All paint is compliant with SEQ code - sprayed not brushed, 2 coats of paint and glass bead - 100mm offset from centre line and correct height).
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Pavement "F" Marker, kerb marker and brass marker (or marker post where applicable) are all in line with flush point box lid.
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Water Meters
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Water meter poly pipe tail extends 600mm minimum outside water meter box (into the lot).
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Confirm water meter tail pipes are PE100 PN16 Black Pipe with blue stripe.
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Confirm water service is live (release test).
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Water meter and water meter box complies with SEQ code (IPAM list approved).
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Confirm water meter box lid is correct colour (Black), has non-slip pattern and "water meter" lettering cast into it.
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Water meter box and lid is not altered, damaged (cracked, crushed or pushed in) or modified.
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Water meter box lid is attached via a chain/wire.
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Water meter box is installed in correct orientation and is minimum 200mm outside front boundary and minimum 200mm offset from side boundary.
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Water meter box located in constructed driveways or trafficable area is installed with approved trafficable lid.
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Confirm water meter box correctly surrounded by turf (extended to 600mm on all sides of water meter box).
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Confirm water meter box is flush with surrounding turf and the water meter box and surrounding turf is level with surrounding area (no significant localised low or high points at the meter box location).
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Confirm water main blue tracer wire detectable tape installed over water service (visible inside meter box).
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Confirm all connectors to water service pipes are approved fittings.
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Confirm Unitywater approved meter number is tamped on meter etc.
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Water Meter Ball valve is lockable, tamper proof, un-obstructed within water meter box.
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Water meter and inside of water meter box is clean (void of all sand, soil, mud and water).
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Water meter is installed facing straight up and not strapped/tied to water meter box.
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Water meter and all components are sitting high, level and centred within the box (minimum 20mm air gap under water meter).
Sewerage
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Sewerage Reticulation Inspection
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Maintenance Structures - MH (Cast Insitu & Pre-Cast)
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Manhole bench, channel and walls are clean and clear of silt, mud and water.
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Inside finish of joints are not cement bagged over or mega-epoxy covered (Pre-cast or Cast Insitu MHs).
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No Ladders or step irons are installed.
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No leaks/water ingress at joints (including at converter slab join).
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For internal backdrops deeper than 1.5-2 x S.S. Brackets must be installed.
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MH neck depth does not exceed 500mm maximum.
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Backdrop penetration is not within 150mm of joints in MH wall.
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Backdrop discharge is pointed downstream.
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Finished level of cover and surround to be flush with FSl (No trip hazard).
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Channel Depth is SEQ Code compliant.
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Channel Shape is SEQ Code compliant.
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Channel is not holding water (no ponding).
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Benching is Sloped at 1:8.
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Smooth transitions exist between pipe and benched channel.
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MH access opening is installed directly over downstream pipe outlet.
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PE lined MHs at required location and PE lining is correctly installed (adhered to wall - no lumps etc, lining in MH neck is welded to MH access frame and trimmed neatly to prevent obstruction to MH entry, collar welded into wall at backdrop - no mega epoxy, no mega epoxy to be used on lined mH.
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Ensure covered frame opening aligns with converter slab opening.
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Maintenance Structures - MS
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Maintenance Shaft to be clean and clean of silt, mud, water.
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MS and components is approved (SEQ code IPAM List).
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MS Riser is 300mm diameter (225mm diameter not acceptable).
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MS shroud size is 375mm.
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Check for 5-7mm washed screens around MS riser.
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MS riser is installed vertical.
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MS maximum depth does not exceed 3.0m.
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Pressure relief rubber bung installed within MS PVC Lid.
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Inlets into riser are as per design/variation and SEQ Code.
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Finished level of riser cap is 75mm minimum to 225mm maximum below bottom of Cast Iron Lid.
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Finished level of MS cast iron lid to be Flush with FSL (No trip hazard).
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Lock down quick release end caps are SWJ fixed to riser and are rubber ring sealed between the cap and its frame (Screw down caps not allowed on MS Risers - Except terminal ends).
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PVC cap opens with less than 15 degree turn.
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PVC cap is installed in the locked position.
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Surround installed as per SEQ code and manufacturers requirements.
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Detectable Cream tracer wire marker tape "SEWER" is accessible (visible within MS shroud).
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Trafficable (Class D) and non trafficable (Class B) cast iron covers installed in corresponding trafficable or non-trafficable locations.
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Sewer House Connections
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2.0m long, single length, 40mm diameter orange PVC conduit at the sewer property connection (check for dummy markers).
Defects
Defects Rectification
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Defects and Non-compliance Rectification
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Identified Defect
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Compliant?
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Agreed Rectification Completion Date
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Re-Inspection Date
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Comments