{"id":2561,"date":"2015-01-14T08:07:23","date_gmt":"2015-01-13T19:07:23","guid":{"rendered":"https:\/\/atlan.co.nz\/2015\/01\/14\/using-polluted-runoff-wash-livestock-trucks-water-ovals\/"},"modified":"2026-01-23T05:31:11","modified_gmt":"2026-01-23T05:31:11","slug":"using-polluted-runoff-wash-livestock-trucks-water-ovals","status":"publish","type":"post","link":"https:\/\/atlanstormwater.com\/nz\/using-polluted-runoff-wash-livestock-trucks-water-ovals\/","title":{"rendered":"Using Polluted Runoff to Wash Livestock, Trucks &#038; Water Ovals!"},"content":{"rendered":"<p>&nbsp;<\/p>\n<p><strong>Location:<\/strong> Weddle Rd, North Geelong<\/p>\n<p><strong>Configuration\/SPEL Product:<\/strong> <a href=\"https:\/\/atlanstormwater.com\/nz\/flowceptor\/\">SPEL Stormceptor<\/a><\/p>\n<p><strong>Model:<\/strong> OL.4360.C1.3C.SP-PS<\/p>\n<p><strong>Inlet\/Outlet size:<\/strong> 225mm Dia inlet, 150mm dia pump outlet<\/p>\n<p><strong>Treatment Flow Rate:<\/strong> 60LPS incoming, treated supply to remote points @ 12LPS<\/p>\n<p><strong>Excavation depth:<\/strong> 6,500mm<\/p>\n<p><!--more--><\/p>\n<div class=\"row-fluid\">\n<div class=\"clear\"><\/div>\n<\/div>\n<blockquote><p>This project consisted of a SPEL Stormceptor with an integral pump station, this was harvesting water, through a diversion weir, and pumping it to above ground 750kl tanks.<\/p><\/blockquote>\n<h2>The Challenge<\/h2>\n<p>The client had three consumers of water that could be made more sustainable. These users included the local sale yards, a truck wash and a football field.<\/p>\n<p>The source of water for recycling included urban runoff, which contains sediments and hydrocarbons and runoff from a quarry, this contained frequently high loading of salt. This meant that a traditional harvesting system would not produce the highest yield and the best outcome long term.<\/p>\n<p>An application was formed, funding was received and the project design started!<\/p>\n<h2>Our Solution<\/h2>\n<p>Harvesting stormwater from a new land development project and saline water from an old quarry and supplying this as treated to Class A water to 3 remote reuse points call for a highly efficient treatment solution.<\/p>\n<p>AKS, SPEL&#8217;s Victorian Design Office, worked with the consultant and the client to provide a solution that fitted with a tight budget whilst providing maximum yield.<\/p>\n<p>This project consisted of a <a href=\"https:\/\/atlanstormwater.com\/nz\/flowceptor\/\">SPEL Stormceptor<\/a> with an integral pump station, this was harvesting water, through a diversion weir, and pumping it to above ground 750kl tanks.<\/p>\n<ul>\n<li>The pumping and treatment system takes the tank water, pre-treated to Class 1 quality through the <a href=\"https:\/\/atlanstormwater.com\/nz\/flowceptor\/\">Stormceptor<\/a>, and provides further treatment through media filtration and UV to produce Class A water<\/li>\n<li>The control system, including a salinity detection system, remote valving at the reuse locations and the telemetry for remote monitoring.<\/li>\n<\/ul>\n<p>AKS provided this as a turnkey project also completing project supervision and instruction throughout the installation process under the direction of the client.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp; Location: Weddle Rd, North Geelong Configuration\/SPEL Product: SPEL Stormceptor Model: OL.4360.C1.3C.SP-PS Inlet\/Outlet size: 225mm Dia inlet, 150mm dia pump outlet Treatment Flow Rate: 60LPS incoming, treated supply to remote points @ 12LPS Excavation depth: 6,500mm<\/p>\n","protected":false},"author":1028,"featured_media":7964,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"default","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"default","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[5],"tags":[26,27,24],"class_list":["post-2561","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-projects","tag-media-filtration","tag-saline-water","tag-stormceptor"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Using Polluted Runoff for Reuse Applications<\/title>\n<meta name=\"description\" content=\"The client had three consumers of water that could be made more sustainable. 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