Link to AMAFCA site with stormwater maps and data features are available, including shapefiles and interactive maps.

Area representing the watershed catchment of a waterway or the hydraulic catchment of an underground stormwater drain for each Melbourne Water drain / catchment number. Captured using available contours and underground stormwater pipe network information. This layer is intended:To enable the identification of the receiving Melbourne Water waterway/drain for any property, area or point.To provide a framework of catchments for hydrologic modelling that can be further divided or amalgamated to suit the needs of the modeller.NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Catchment area for each Melbourne Water drain. Captured using available contours and drainage network information. This layer has two intended purposes: To enable the identification of the receiving Melbourne Water waterway/drain for any property, area or point. To provide a framework of catchments for hydrologic modelling that can be further divided or amalgamated to suit the needs of the modeller.NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

SCADA Systems monitors, analyzes, and reports on surface water and groundwater within the District boundaries. Using an extensive system of Remote Telemetry Units (RTU), surface water flow data is monitored throughout the District delivery system which includes diversion dams, river gauging stations, main canals, lateral headings, spillways, and drains.  SCADA Systems also monitors weather stations, rain gauges, and arroyo channels to track storm activity and capture stormwater inflows to aid in aquifer replenishment and field irrigations.

This dataset is comprised of urban soil physical, chemical characteristics for soils assessed in Detroit MI. These data are related to ecosystem services.

The National Training Center (NTC) at US Army Fort Irwin, CA (Fort Irwin) has a stormwater collection system located near the Sleepy Hollow housing area that includes a stormwater catchment basin, controlled release of flood waters, and enhanced local infiltration by a drywell. The system was not performing to design standards and best management practices. To research wet-weather capture and aquifer recharge, the Environmental Protection Agency (EPA) contracted GeoSystems Analysis, Inc. (GSA) to supervise the drilling and installation of a vadose zone testing well (Test Well) and a groundwater monitoring well (Monitor Well) at the Sleepy Hollow drywell site at Fort Irwin. Additionally, GSA contracted Torrent Resources Inc. (Phoenix, AZ) (Torrent Resources) to upgrade the drywell site. The Test Well was instrumented with water and air piezometers to allow testing of the infiltration capacity of the on-site basin fill deposits and derive hydraulic conductivity properties for these materials through intermediate and large-scale field testing and laboratory testing. Water piezometers were used to conduct borehole permeameter tests to provide an estimation of the saturated hydraulic conductivity (Ksat) at the testing intervals. Air piezometers were used to conduct atmospheric pressure wave testing, which measures the bulk air permeability of vadose zone sediments in the vicinity of the well. Air permeability estimates can then be converted to estimates of water permeability. A water level and temperature sensor was also installed in one of the water piezometers to measure the depth of perched groundwater. The Monitor Well was drilled to depths reaching the groundwater table to monitor the performance of the new drywell system. The Monitor Well also included a shallow piezometer installed above a low-permeability fine-grained sediment layer. Water level and temperature sensors were installed to measure the depth to groundwater and depth of perched water above the fine-grained layers. In addition, soil water content, electrical conductivity, and temperature sensors were installed at various depths in the vadose zone to monitor advancement of wetting fronts.

The shapefile displays those basins within which development projects qualify for using the existing land cover condition as the stormwater flow control default target. This is a lower flow control default target than the target used for most of western Washington, which is based upon use of the historic land cover condition.

The shapefile displays those basins within which development projects potentially qualify for using the existing land cover condition as the stormwater flow control default target. This is a lower flow control default target than the target used for most of western Washington, which is based upon use of the historic land cover condition.

This data provides daily accumulated inflow volumes for wastewater treatment at the two Melbourne Water site (Western and Eastern). This data is collected using network flow monitoring devices. This data has been processed and stored as official inflow volumes received by Melbourne Water over a 24 hour period (12am to 12am). Wastewater volume is the total accumulated flow received from the sewer and stormwater networks. This data set is best used in long and short term wastewater services demand analysis. NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

The Eastern Treatment Plant (ETP) receives sewage from the eastern side of Melbourne. This file describes the quality of the sewage received by providing results of regular sampling.The sample is taken with a flow-weighted auto-sampler. Samples are collected at 7:00 AM each day and relate to the previous 24 hours (e.g. timestamp of 5/1/19 07:00 was sampled between 4/1/19 07:00 and 5/1/19 07:00). Results are in milligrams per litre (mg/L). To calculate an incoming load in raw sewage, match this with wastewater inlet hourly flow for the same time period (as noted in the example).Quality parameters include: Ammonia (Ammonia as N) (mg/L), Biochemical Oxygen Demand (BOD) (mg/L), Chemical Oxygen Demand (COD) (mg/L), Nitrate plus Nitrite (mg/L), Nitrogen (Nitrogen (total)) (mg/L).NOTE. Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

The Eastern Treatment Plant (ETP) receives sewage from the eastern side of Melbourne. This file describes the volume of sewage pumped through ETP on an hourly basis.NOTE. Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Location and extent of Melbourne Water natural and constructed (man-made) wetlands and lakes. Captured using the Top Water Level (TWL) of each, includes wetland or lake name, asset section (for As Constructed drawings) and key attributes. Data set required to indicate the location and types of assets used for stormwater treatment (treatment and removal of pollutants from the stormwater system) and flow management (helping maintain the flow of water and reduce the impacts of floods), for ongoing condition monitoring, maintenance and hydrologic or vegetation analysis and to assist with the planning and design, construction of future stormwater management (WSUD) options.NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.