{"id":169,"date":"2014-03-07T16:31:00","date_gmt":"2014-03-07T16:31:00","guid":{"rendered":"https:\/\/southwest-environmental.co.uk\/blog\/2014\/03\/07\/attenuation-tank-design-surrey\/"},"modified":"2014-03-07T16:31:00","modified_gmt":"2014-03-07T16:31:00","slug":"attenuation-tank-design-surrey","status":"publish","type":"post","link":"https:\/\/southwest-environmental.co.uk\/blog\/2014\/03\/07\/attenuation-tank-design-surrey\/","title":{"rendered":"Attenuation Tank Design &#8211; Surrey"},"content":{"rendered":"<div dir=\"ltr\" style=\"text-align: left;\">Following on from planning level reporting resulting in the conditioning of various surface water management requirements. Southwest Environmental are finalising design of surface water management system for a site in Surrey. <\/p>\n<p>Design of attenuation tank in line with SUDs manual &#8211; Outflow requirements are negotiated with local sewer provider Thames Water, and tank capacity is adjusted to minimise capital outlay for developer.<\/p>\n<p>Application is made to Thames Water for Sewer Connection.&nbsp; <\/p>\n<p>Note: The size of a surface water attenuation tank is based on the peak inflow rates from the site&nbsp; (the run-off coefficient is taken it to account when calculating this), and the maximum outflow rate. For example a 5 litre per second outflow rate would require an attenuation tank size of 20 cubic meters, whilst a 10 litre per second out flow would require an 8 cubic meter attenuation tank. <\/p>\n<p>As well as the attenuation tank design, a maintenance plan was submitted for it continued upkeep.<\/p>\n<p><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Following on from planning level reporting resulting in the conditioning of various surface water management requirements. Southwest Environmental are finalising design of surface water management system for a site in Surrey. Design of attenuation tank in line with SUDs manual &#8211; Outflow requirements are negotiated with local sewer provider Thames Water, and tank capacity is [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[66,13],"tags":[],"class_list":["post-169","post","type-post","status-publish","format-standard","hentry","category-projects","category-surface-water-management"],"_links":{"self":[{"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/posts\/169","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/comments?post=169"}],"version-history":[{"count":0,"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/posts\/169\/revisions"}],"wp:attachment":[{"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/media?parent=169"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/categories?post=169"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/southwest-environmental.co.uk\/blog\/wp-json\/wp\/v2\/tags?post=169"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}