SPS - Site Installation Record - Concrete - Civil

Transport - All components were correctly loaded and fastened as per transportation document, report any damage.

All components weights specified on nameplates are correct as per freight layout/craning & excavation document

Has crane operator been advised of the changes to component weights

Is a spreader bar being used for lifting of components

Have you notified the Construction Manager for approval to proceed prior to commencing any lifts

Site instruction , approval form (document # HS-Site-006) has been signed by Client

Crane lifts commenced

All components have been checked for cracking. Is there any evidence of cracking.

Epoxy coating has been applied correctly to all surfaces as per IFC Civil/Mechanical drawings. The application is free from pin<br>holes and air bubbles etc.

HDPE liner installed as specified on the IFC Civil/Mechanical drawings.

HDPE liner is not damaged and is free from any air bubbles, sctaches or tears

Increment Core Hole & Conduits – Positions and dimensions identified, inlets and rising mains as per <br>drawings supplied

Inlet Stub – Check installation matches drawing, bolt holes, level etc.

Has Knivegate Valve been fitted to inlet pipe prior to lowering segment into the ground

Has knive gate been fully closed

Have bolts been torqued

Has a blind flange or plug been fitted to inlet stub to prevent flooding of pump station

Cover Slab checked and there are no evident cracks. Surface finish is of acceptable standard

Cover Slab – Check lid orientation alignment is correct and all lids are easily opened

Cover Slab – Locking mechanisms are correctly aligned and padlocks can be easily applied

Cover Slab – Lid sealing strips have been correctly installed

Cover Slab – Check I/O spindle orientation is correct.

Cover Slab – Check conduit entry mains power core hole position.

Cover Slab – Check positions of educt vent / vent core hole / bolt patterns.

Is there a separate valve pit to be installed?

All components have been checked for cracking. Is there any evidence of cracking.

Epoxy coating has been applied correctly to all surfaces as per IFC Civil/Mechanical drawings. The application is free from pin<br>holes and air bubbles etc.

Core Hole & Conduits – Positions and dimensions identified as being correct with drawing supplied

Cover Slab checked and there are no evident cracks. Surface finish is of acceptable standard

Cover Slab – Check lid orientation alignment is correct and all lids are easily opened

Cover Slab – Locking mechanisms are correctly aligned and padlocks can be easily applied

Cover Slab – Lid sealing strips have been correctly installed

Is there a flow meter pit to be installed?

All components have been checked for cracking. There is no evidence of cracking.

Epoxy coating has been applied correctly to all surfaces as per IFC Civil/Mechanical drawings. The application is free from pin<br>holes and air bubbles etc.

Core Hole & Conduits – Positions and dimensions identified as being correct with drawing supplied

Cover Slab checked and there are no evident cracks. Surface finish is of acceptable standard

Cover Slab – Check lid orientation alignment is correct.

Excavation – for pump station correctly prepared in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document.

Excavation Base – compacted and finished to RL depth in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document. Check with civil contractor

Base Unit – Installed with orientation to suit gravity inlet-sewer and rising main

Base unit installation procedure – adhered to by Civil Contractor in accordance with specifications,and is level

Base Unit diameter

Top and the 45 degree rebates have been sprayed with aerosol primer prior to applying mastic

Base Component - 2 runs to top rebate and 1 run to 45 degree rebate of mastic has been applied

Underneath side of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Top of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Increments - 2 runs to top rebate and 1 run to 45 degree rebate of mastic has been applied

Increments – Installed correctly as per IFC Civil/Mechanical drawings (with civil contractor) ensure level before installing<br>next increment

Top of last increment/intergal valve chamber being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

3 runs of mastic has been applied to top face of last increment/intergal valve chamber

Underneath side of coverslab being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Coverslab has been placed minium of 10mm proud of internal walls to ensure pump claw does not clash

Top & 45 degree rebates has been sprayed with aerosol primer prior to applying mastic

Base Component - 2 runs to top rebate and 1 run to 45 degree rebate of mastic has been applied

Underneath side of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Top of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Increments - 1run to top rebate and 1 run to 45 degree rebate of mastic has been applied

Increments – Installed correctly as per IFC Civil/Mechanical drawings (with civil contractor) ensure level before installing<br>next increment

Top of last increment/intergal valve chamber being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

3 runs of mastic has been applied to top face of last increment/intergal valve chamber

Underneath side of coverslab being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Coverslab has been placed minium of 10mm proud of internal walls to ensure pump claw does not clash

Top & 45 degree rebates has been sprayed with aerosol primer prior to applying mastic

Base Component - 1 run to top rebate and 1 run to 45 degree rebate of mastic has been applied

Underneath side of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Top of all increments being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Increments - 1 run to top rebate and 1 run to 45 degree rebate of mastic has been applied

Increments – Installed correctly as per IFC Civil/Mechanical drawings (with civil contractor) ensure level before installing<br>next increment

Top of last increment/intergal valve chamber being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

3 runs of mastic has been applied to top face of last increment/intergal valve chamber

Underneath side of coverslab being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

Coverslab has been placed minium of 10mm proud of internal walls to ensure pump claw does not clash

Is gator wrapping of increments joins required ? Check IFC Civil /Mechanical drawings for requirements

How many joints have been Gator wrapped

Gator Wrap - Ensure surfaces are clean - free from debri and Aerosol primer has been applied

Gator wrap has been placed as per manufacturers instructions.

Megapoxy has been applied to all below ground lifting lugs

Is a separate valve pit being installed

Excavation – Correctly prepared in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document.

Excavation Base – compacted and finished to RL depth in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document. Check with civil contractor

Top of valve pit being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

2 runs of mastic applied to top of valve pit

Coverslab placed as per IFC Civil/Mechanical drawings and is correctly aligned with pump station coverslab

Megapoxy has been applied to all below ground lifting lugs

Is a flow meter pit being installed

Excavation – Correctly prepared in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document.

Excavation Base – compacted and finished to RL depth in accordance with IFC Civil/Mechanical drawings backfill requirements<br>, Craning and excavation document. Check with civil contractor

Top of valve pit being placed is free from dirt , mud etc. and has been sprayed with aerosol primer

2 runs of mastic applied to top of flow meter pit

Coverslab placed as per IFC Civil/Mechanical drawings and is correctly aligned with pump station /valve pit coverslabs

Megapoxy has been applied to all below ground lifting lugs

All access lids have been locked with Aquatec padlocks

Have the drawings been red pen marked up ?