[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-244276-105":53,"doc-detail-244276-en":127},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":120,"head_meta":122,"extra_data":124,"updated_unix":126},105,"en","works-acceptance-inspection-checklist-appendix-g-verification","Works Acceptance Inspection Checklist - Appendix G - Verification","","Works Acceptance Inspection Checklist (Appendix G) provides a structured verification framework for final inspection of stormwater, water quality, erosion and sediment control, earthworks, and sewer reticulation systems. It lists item-by-item requirements covering drainage components, pipe alignment and grade, absence of debris and sediment, structural standards for gully pits and manholes, outlet/outfall discharge controls, subsoil drainage, grassing completion, and CCTV evidence. The checklist also verifies backfill density and bedding gradings, erosion control measures until site stabilisation, and compliance of earthworks and retaining features to approved drawings.",{"@graph":63,"@context":119},[64,80,102],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":36,"@type":70,"position":76},"https://docshare.wps.com/template/forms/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/works-acceptance-inspection-checklist-appendix-g-verification/244276/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/works-acceptance-inspection-checklist-appendix-g-verification/244276.png","ImageObject",442,249,{"name":88,"@type":89},"Felix Montgomery","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-22","2026-09-12",true,{"@type":98,"interactionType":99,"userInteractionCount":101},"InteractionCounter",{"@type":100},"ViewAction",8,{"@type":103,"mainEntity":104},"FAQPage",[105,111,115],{"name":106,"@type":107,"acceptedAnswer":108},"What does the Works Acceptance Inspection Checklist verify for the stormwater drainage system?","Question",{"text":109,"@type":110},"It verifies pipe layout against plans, visual condition of pipework (alignment, grade, debris-free, sealed joints), construction standards for pits/manholes, and outlet structures are free from scour or siltation. It also includes checks for density tests, bedding gradings, and whether flow paths are clear.","Answer",{"name":112,"@type":107,"acceptedAnswer":113},"Which items are included under erosion and sediment control inspections?",{"text":114,"@type":110},"It requires control structures in place until the site is stabilised per the Contractor’s ESCP, exposed surfaces treated/stabilised, and that erosion control structures (sediment basins, silt fencing, silt socks) are debris- and sediment-free. It also checks that the on-site ESC matches the plan on file.",{"name":116,"@type":107,"acceptedAnswer":117},"What evidence is required for pipe inspection within the checklist?",{"text":118,"@type":110},"For stormwater pipes, CCTV inspections are listed as part of the final inspection. For sewer reticulation, CCTV survey results must be submitted and satisfactory, along with CCTV asset management data and relevant scoring/spreadsheet information.","https://schema.org",{"og:url":78,"og:type":121,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":123,"canonical":78},"index,follow",{"doc_id":125,"site_id":56},244276,1789214891,{"code":4,"msg":5,"data":128},{"doc_id":125,"user_id":129,"nickname":88,"user_avatar":130,"doc_module":9,"category_id":35,"category_name":36,"doc_title":59,"doc_description":61,"doc_content":131,"file_id":132,"file_url":133,"file_type":134,"file_size":135,"view_count":101,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":136,"language":137,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":138,"faqs":139,"seo_title":140,"seo_description":61,"update_tm":126,"read_time":79},549768064778,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","APPENDIX G – Works Acceptance Inspection Checklist  \nCOUNCIL:    \nDEVELOPMENT NAME:   File No:    \nDEVELOPMENT  \nLOCATION:    \n\n| ITEM | VERIFICATION (Yes/No/NA) | COMMENT |\n| --- | --- | --- |\n| ALLOTMENT DRAINAGE\u003Cbr>The works have been finally inspected and: |  |  |\n| a) Concrete catch drains constructed in approved location and to a satisfactory standard. |  |  |\n| b) Sediment basin, detention basins constructed in approved location and to a satisfactory standard |  |  |\n| c) Field Inlets constructed in approved location and to a satisfactory standard. |  |  |\n| d) Overland flow path constructed to correct profile. |  |  |\n| e) Inter allotment catch bunds constructed to correct profile |  |  |\n| f) Pipework has been visually inspected and is satisfactory ie.,\u003Cbr>− alignment and grade\u003Cbr>− free of debris and siltation\u003Cbr>− no visual sign of trench subsidence\u003Cbr>− outlets are satisfactory |  |  |\n| g) Lots not provided with Allotment Drainage can be drained to the kerb and channel. |  |  |\n| STORMWATER DRAINAGE SYSTEM\u003Cbr>The works have been finally inspected and: |  |  |\n| a) Pipe layout is as per plan or approved amendments with respect to pipe size, levels and location. |  |  |\n| b) Pipework has been visually inspected and is satisfactory, ie.,\u003Cbr>− alignment and grade\u003Cbr>− free of debris and siltation\u003Cbr>− pipe joints satisfactory\u003Cbr>− lifting plug holes sealed\u003Cbr>− no visible sign of trench subsidence\u003Cbr>− no damaged pipes |  |  |\n\n\n| ITEM | VERIFICATION (Yes/No/NA) | COMMENT |\n| --- | --- | --- |\n| c) Gully pits and manholes have been constructed to the correct standards, ie.,\u003Cbr>− correct type of grate or cover\u003Cbr>− lintels\u003Cbr>− side entry slots\u003Cbr>− benching (no water ponding)\u003Cbr>− grates are satisfactorily seated in frames\u003Cbr>− weepholes provided to bedding material\u003Cbr>− no damaged structures\u003Cbr>− grouted/mortared joints\u003Cbr>− converter slabs/sections mortar bedded\u003Cbr>− correct drops through gullies/manholes\u003Cbr>− all lids/grates finished to match surface level |  |  |\n| d) All density tests to backfill are available and satisfactory. |  |  |\n| e) Material gradings are available for bedding material and satisfactory. |  |  |\n| f) Outlet/Inlet structures are satisfactorily constructed and are free from scour or siltation. |  |  |\n| g) All manhole and gully pit pipe connections are mortared flush with the walls and no pipe reinforcement is exposed. |  |  |\n| h) Roadside table drains have been finally inspected are satisfactory, ie.,\u003Cbr>− cut to design profiles\u003Cbr>− lining of channel is to the required thickness and reinforcement, with appropriate weepholes\u003Cbr>− bank stabilised and weed free |  |  |\n| i) Overland flow, the works have been finally inspected and appropriate flow paths are provided and clear of obstruction. |  |  |\n| j) Outlets and outfalls have been constructed to control discharge flow in accordance with the plans. |  |  |\n| k) Subsoil drainage discharges to gullies or other approved points of discharge. |  |  |\n| l) All grassing requirements to channels, swales, outlets, inlets etc have been completed. |  |  |\n| m) CCTV inspections of stormwater pipes TRC |  |  |\n\n\n| ITEM | VERIFICATION (Yes/No/NA) | COMMENT |\n| --- | --- | --- |\n| WATER QUALITY\u003Cbr>The works have been finally inspected and: |  |  |\n| a) Water Quality structures have been constructed in accordance with approved engineering drawings |  |  |\n| b) Structures are free of debris and sediment |  |  |\n| EROSION AND SEDIMENT CONTROL\u003Cbr>The works have been finally inspected and: |  |  |\n| a) Control structures required until the site is stabilised in accordance with the Contractor’s ESCP are in place. All exposed surfaces are treated/stablised |  |  |\n| b) ESC on site reflects plan on file |  |  |\n| c) Structures (sediment basins, silt fencing, silt socks) are free of debris and sediment |  |  |\n| EARTHWORKS\u003Cbr>The works have been finally inspected and: |  |  |\n| a) Toe of batters not on Council road reserve except as approved. |  |  |\n| b) Retainin","cbCaibzFhvlCLsaR","https://ap.wps.com/l/cbCaibzFhvlCLsaR","pdf",284371,10,"English","# Works Acceptance Inspection Checklist\n## Stormwater drainage system\n## Water quality\n## Erosion and sediment control\n## Earthworks\n## Sewer reticulation","[{\"question\":\"What does the Works Acceptance Inspection Checklist verify for the stormwater drainage system?\",\"answer\":\"It verifies pipe layout against plans, visual condition of pipework (alignment, grade, debris-free, sealed joints), construction standards for pits/manholes, and outlet structures are free from scour or siltation. It also includes checks for density tests, bedding gradings, and whether flow paths are clear.\"},{\"question\":\"Which items are included under erosion and sediment control inspections?\",\"answer\":\"It requires control structures in place until the site is stabilised per the Contractor’s ESCP, exposed surfaces treated/stabilised, and that erosion control structures (sediment basins, silt fencing, silt socks) are debris- and sediment-free. It also checks that the on-site ESC matches the plan on file.\"},{\"question\":\"What evidence is required for pipe inspection within the checklist?\",\"answer\":\"For stormwater pipes, CCTV inspections are listed as part of the final inspection. For sewer reticulation, CCTV survey results must be submitted and satisfactory, along with CCTV asset management data and relevant scoring/spreadsheet information.\"}]","Works Acceptance Inspection Checklist - Appendix G - Verification | PDF"]