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Metadata : Facilities Information System (FIS) - Sewer System Network Data Northern Region |
Index:
Metadata Details:
Name:AS/NZS ISO 19115 Geographic Information - Metadata, ANZLIC Metadata Profile
Version:1.0
Date Metadata Extracted:2025-08-23
Date Metadata Last Updated:2009-04-23
Current URL (HTML format) : http://www.ntlis.nt.gov.au/metadata/export_data?type=html&metadata_id=6278312968F24A17E040CD9B21441620
Current URL (XML format) : http://www.ntlis.nt.gov.au/metadata/export_data?type=xml&metadata_id=6278312968F24A17E040CD9B21441620
Citation
ANZLIC Identifier:6278312968F24A17E040CD9B21441620
Title: Facilities Information System (FIS) - Sewer System Network Data Northern Region
Citation Date:1990-01-01
Date Type:creation
Custodian:Power and Water Corporation
Description
FIS is Power and Water Corporations key business system for supporting the management of networked facilities and assets. FIS contains current water, sewer and power network assets for the Northern , Katherine, Tennant and Southern regions. All the data is captured in Microstation DGN format with an oracle database and is a dynamic dataset that is undergoing continual change. This dataset is maintained by key regional GIS staff. This FIS dataset supplies the sewer layer for the Uview system which is used to distribute the data to PWC staff.
- utilitiesCommunication
Bounding Coordinates:
- North Bounding Coordinate:-12.259456
- South Bounding Coordinate:-13.32032
- East Bounding Coordinate:131.276096
- West Bounding Coordinate:130.600256
Dataset Status
Dataset ID:
Language:English
Character Set: Latin 1
Progress:onGoing
Maintenance and Update Frequency:continual
Data Currency Start Date:1990-02-01
Data Currency End Date:
Access Constraint:This data set is generally available to Northern Territory Government and external clients. Charges may apply for both digital and hard copy. A digital data agreement is required for external users and some Northern Territory Government clients.
Data Quality
Lineage:FIS sewer data was captured from historical and current "as constructed" drawings. Where "as constructed" drawings where not available information was captured from design drawings and existing compilation plans. All sewer mains are placed in accordance to the standard parcel boundary offset as outlined in the PWC service allocation standard drawings unless otherwise stated. This data was captured electronically over a 2 year period from 1990-92 and is available to all PowerWater employees using the Uview system. All data input after the initial data capture project is captured using "as constructed" drawings or from field verified information.
Palmerston, Karama, Malak and Leanyer - "as constructed" drawings
Darwin City to Northern suburbs including Winnellie and Berrimah - design drawings, compilation plans and limited "as constructed" drawings
Adelaide River and Batchelor - design drawings and compilation plans
Humpty Doo - "as constructed" drawings and design drawings.
Positional Accuracy:All sewer mains are placed in relation to the cadastral boundaries. This will provide a positional accuracy similar to the cadastral data.
Urban / Rural +- 3 to 4 m
Attribute Accuracy:There are many tables and attributes associated with the sewer dataset. Quality of this data is good and is updated where field data has shown this data to be incorrect. This is a continual process which over time will improve the attribute accuracy. Some of the older records required conversion from imperial to metric and datum transformations. Required fields have an accuracy of 95%.
The only exception to this is the upstream and downstream invert levels which are closer to 90%.
Logical Consistency:The sewer network is made up of a combination of nodes and polylines. All sewer mains are captured as polylines. All manholes, sewerage pumpstations and fixtures are placed as nodes. Polylines and nodes are connected creating an intelligent network. This consistency has been checked and updated as water network modelling software requires this connectivity to be 100%.
Completeness:This dataset is dynamic and will undergo continual change.Spatial object coverage of network 98%. Mandatory attributes 90%.
Contacts
Name Organisation Position Role Phone Fax - Power and Water Corporation Manager Systems Performance distributor daryl.chin@powerwater.com.au
Data Dictionary
Attribute Attribute Description Possible Code Code Description S_FIXTURE - catchment sewer catchment AR Adelaide River BC Berrimah Coonawarra BT Batchelor HD Humpty Doo LD Ludmilla LR Larrakeyah LS Leanyer Sanderson PM Palmerston S_FIXTURE - date_commissioned year constructed S_FIXTURE - dia_nominal_mm size of fixture S_FIXTURE - fix_number fixture number S_FIXTURE - fix_type type of fixture AV Air Valve BEND BEND FM Flow Meter GRV Gas Relief Valve IN LINE GAS TRAP IO Inspection opening IP Inspection Point STUB STUB ScV scour valve S_NODE - catchment sewer catchment S_NODE - cover shape shape of node cover CIRCULAR RECTANGULAR TAPERED S_NODE - cover_level level of node cover S_NODE - cover_type type of node cover B Light Duty C Medium Duty D Heavy Duty S_NODE - date_commissioned year constructed S_NODE - node_number node number (not unique) S_NODE - node_type description of node type COLL Collection Manhole CONNECTOR Pipe Connector CV Control Valve DISCHARGE POINT ENDCAP GT Gas Trap Manhole ORMH Overflow Relief Manhole REDUCER SEWERAGE MANHOLE SEWERAGE PUMPSTATION SEWERAGE TREATMENT PLANT SPEC Special Fitting SV stop valve TEE TRUNK MANHOLE VALVE PIT VENT Y-Junction S_NODE - pumpstn_name name of sewerage pump station S_NODE - pumpstn_type description of pumpstation type BOOSTER DRY WELL TEMPORARY WET WELL S_NODE - surface_level level of finished surface S_PIPE - dia_nominal_mm pipe outside diameter S_PIPE - catchment sewer catchment S_PIPE - date_commissioned date pipe commissioned S_PIPE - ds_invert_level down stream invert level of pipe. S_PIPE - grade_mm grade of sewer pipe on mm per m S_PIPE - material_lining pipe external material type AC Asbestos Cement CICL Cast Iron Cement Lined CONC Concrete CONC/PVC Concrete PVC lined Cu Copper DICL Ductile Iron Cement Lined GEW Glassed Earthenware GRP HOBAS GST Galvanised Steel Tube HDPE Black Brute MDPE MS Mild Steel MSCL Mild Steel Cement Lined PVC Unplasticised Polyvinyl Chloride RC/PVC Reinforced Concrete PVC RCP Reinforced Concrete Pipe VC Vitrified Clay S_PIPE - pipe_class pipe class 12 15 35 50 6 9 A B D K12 K9 RSC400 SEH SH SN5000 X Y Z S_PIPE - pipe_joint_type pipe joining method CC Compression Coupling FJ Flanged Joint RRJ Rubber Ring Joint SJ Screwed Joint SWJ Solvent Welded Joint WJ Welded Joint S_PIPE - pipe_length_m pipe section length S_PIPE - pipe_type sewer pipe classification IRRIGATION IRRIGATION RISING MAIN OUTFALL OVERFLOW PRESSURE SEWER RETICULATION RISING MAIN TRUNK S_PIPE - us_invert_level up stream invert level of sewer pipe S_POND - catchment sewerage catchment S_POND - date_commissioned year constructed S_POND - design_ep max population the pond is designed to capture S_POND - pond_area surface area of pond S_POND - pond_type type of pond EVAPORATION PRIMARY SECONDARY TERTIARY S_PROPERTY_CONN - catchment sewer catchment S_PROPERTY_CONN - conn_length_m length property connection extends into property S_PROPERTY_CONN - conn_type conection type as per PWC standard drawings 1 2 3 3 TWIN 4 4A 5 5A A A1 B B1 C C1 M STEP SERVICE S_PROPERTY_CONN - date_commissioned year constructed S_PROPERTY_CONN - depth_mm depth of endpoint of property connection S_PROPERTY_CONN - dist_dsmh_m distance from down stream manhole to property connection
Supplementary Information
This record maintained using the NTLIS Metadata Tool