{"id":1602,"date":"2016-11-15T13:45:28","date_gmt":"2016-11-15T13:45:28","guid":{"rendered":"http:\/\/cleanwateratl.co.nf\/?page_id=1602"},"modified":"2019-06-21T16:28:21","modified_gmt":"2019-06-21T16:28:21","slug":"capacity-relief","status":"publish","type":"page","link":"https:\/\/cleanwateratlanta.h2o4atl.com\/index.php\/capacity-relief\/","title":{"rendered":"Capacity Relief Projects"},"content":{"rendered":"<div class=\"ui--image-wrap clearfix\"><img loading=\"lazy\" decoding=\"async\"  id=\"ui--image-1\" class=\"ui--image ui--animation\" src=\"http:\/\/cleanwateratlanta.h2o4atl.com\/wp-content\/uploads\/2016\/11\/Nancy-Creek-Tunnel-3-620x350-1-1200x450.jpg\" alt=\"\" title=\"nancy-creek-tunnel-3-620x350\" data-at2x=\"\" width=\"1200\" height=\"450\"\/><\/div><div  class=\"ui--space clearfix\" data-responsive=\"{&quot;css&quot;:{&quot;height&quot;:{&quot;phone&quot;:null,&quot;tablet&quot;:null,&quot;widescreen&quot;:null}}}\"><\/div><h3 id=\"custom-title-h3-1\" class=\"ui--animation \" style=\"text-align: center; \">Capacity Relief Projects<\/h3><div class=\"auto-format ui--animation\"><p>Sewer Capacity Relief projects are necessary to upgrade the existing large diameter system which typically ranges from sewers 36-inch diameters and greater. to eliminate sanitary sewer overflows and capacity limitations. These projects were identified for implementation to ensure adequate capacity leading to the elimination of sanitary sewer spills. Completion of sewer upgrades for these sewers will ensure extended service life and improve flow conveyance. Similarly these projects are necessary to meet the requirements of the Second Amendment to the First Amended Consent Decree (FACD), which prescribes evaluation and improvement measures to eliminate sanitary sewer overflows (SSOs) and to protect the City\u2019s investment in upgraded WRCs.<\/p>\n<\/div><div  class=\"ui--space clearfix\" data-responsive=\"{&quot;css&quot;:{&quot;height&quot;:{&quot;phone&quot;:null,&quot;tablet&quot;:null,&quot;widescreen&quot;:null}}}\"><\/div><div class=\"auto-format ui--animation\"><p>\n<table id=\"tablepress-2\" class=\"tablepress tablepress-id-2\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Project Name <\/th><th class=\"column-2\">Sewer Basin<\/th><th class=\"column-3\">Sewer Group<\/th><th class=\"column-4\">Council District  <\/th><th class=\"column-5\">Status <\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">Camp Creek Outfall Phase 1 (Princeton Lakes)<\/td><td class=\"column-2\">Camp Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">11<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">Camp Creek Outfall Phase 2 (Coventry Station)<\/td><td class=\"column-2\">Camp Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">11<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">Arlington Outfall<\/td><td class=\"column-2\">Camp Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">11<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">Camp Creek Outfall Replacement Phase 3<\/td><td class=\"column-2\">Camp Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">11<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">Stockade Sewer Separation <\/td><td class=\"column-2\">Intrenchment Creek Sewer  Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">1, 5 <\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">Nancy Creek Tunnel<\/td><td class=\"column-2\">Nancy Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">7<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">Nancy Creek Pump Station<\/td><td class=\"column-2\">Nancy Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">7<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">Veteran\u2019s Hospital Trunk Sewer Reconstruction <\/td><td class=\"column-2\">Nancy Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">7<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">Pine Meadows Sewer Improvements <\/td><td class=\"column-2\">Nancy Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">8<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">Greensferry Sewer Separation <\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">4<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">Riverside Outfall Relief Sewer<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">Upper Proctor Trunk Phase 1 (West Highland)<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">Terrell Creek Trunk \u2013 Phase 1<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">3<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">Proctor Creek Trunk Diversion Structure \u2013 Proctor Creek Relief <\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">Proctor Creek Trunk Diversion Structure \u2013 Sandy Creek Relief <\/td><td class=\"column-2\">Sandy Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">Sandy Creek Outfall \u2013 Phase 1<\/td><td class=\"column-2\">Sandy Creek Sewer Basin<\/td><td class=\"column-3\">2<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">Sandy Creek Outfall \u2013 Phase 2<\/td><td class=\"column-2\">Sandy Creek Sewer Basin<\/td><td class=\"column-3\">2<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">North Fork Peachtree Creek Relief Sewer<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">6<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">Peachtree Creek Interceptor Relief Sewer<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">6<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">South Fork Peachtree Creek Trunk Relief Sewer<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">6<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-22\">\n\t<td class=\"column-1\">Indian Creek Relief Sewer Segments 1, 2, 3 &amp; 4<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">7<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-23\">\n\t<td class=\"column-1\">Fairmont\/Glidden Sewer Separation<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-24\">\n\t<td class=\"column-1\">Orme Street Trunk Relief Sewer Phase 3<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">6<\/td><td class=\"column-4\">2<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-25\">\n\t<td class=\"column-1\">Peachtree Creek Storage Facility and Pump Station<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">4<\/td><td class=\"column-4\">6<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-26\">\n\t<td class=\"column-1\">10th Ward Sanitary Sewer Improvements Parts 1-5 <\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-27\">\n\t<td class=\"column-1\">10th Ward Sanitary Sewer Improvements Part 6 <\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-28\">\n\t<td class=\"column-1\">McDaniel Sewer Separation <\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">1<\/td><td class=\"column-4\">4<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-29\">\n\t<td class=\"column-1\">Federal Prison Trunk Relief<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">1<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-30\">\n\t<td class=\"column-1\">South River Capacity Relief Tunnel and Pump Station<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-31\">\n\t<td class=\"column-1\">Hammond (Park) Drive Outfall<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-32\">\n\t<td class=\"column-1\">Macon Drive Outfall<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-33\">\n\t<td class=\"column-1\">Hapeville Trunk<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-34\">\n\t<td class=\"column-1\">Jonesboro Trunk<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-35\">\n\t<td class=\"column-1\">East Point Trunk Replacement<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-36\">\n\t<td class=\"column-1\">Jonesboro Trunk \/Relief (South Basin Relief)<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-37\">\n\t<td class=\"column-1\">Forest Park Road Outfall (South Basin Relief)<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">12<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-38\">\n\t<td class=\"column-1\">McDaniel Trunk (North Basin Relief)<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">1<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-39\">\n\t<td class=\"column-1\">Lower 10th Ward Trunk and Relief<\/td><td class=\"column-2\">South River Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">1<\/td><td class=\"column-5\">Complete <\/td>\n<\/tr>\n<tr class=\"row-40\">\n\t<td class=\"column-1\">Sewer Group Three (SG3) Capacity Relief Projects - Ashby-Jett Sewer Improvements<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">3, 9<\/td><td class=\"column-5\">Active<\/td>\n<\/tr>\n<tr class=\"row-41\">\n\t<td class=\"column-1\">Sewer Group Three (SG3) Capacity Relief Projects - Greensferry Trunk Improvements<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">3, 9<\/td><td class=\"column-5\">Active<\/td>\n<\/tr>\n<tr class=\"row-42\">\n\t<td class=\"column-1\">Peachtree Creek Trunk Stabilization<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">5<\/td><td class=\"column-4\">8, 9<\/td><td class=\"column-5\">Active<\/td>\n<\/tr>\n<tr class=\"row-43\">\n\t<td class=\"column-1\">Terrell Creek Trunk Sewer Improvements - Phase 2<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">3,9<\/td><td class=\"column-5\">Active<\/td>\n<\/tr>\n<tr class=\"row-44\">\n\t<td class=\"column-1\">Lower Proctor Creek Trunk Sewer Improvements<\/td><td class=\"column-2\">Proctor Creek Sewer Basin<\/td><td class=\"column-3\">3<\/td><td class=\"column-4\">9<\/td><td class=\"column-5\">Procurement<\/td>\n<\/tr>\n<tr class=\"row-45\">\n\t<td class=\"column-1\">Sewer Group Four (SG4) Advanced Sewer Capacity Relief - Collier Road Outfall<\/td><td class=\"column-2\">Peachtree Creek Sewer Basin<\/td><td class=\"column-3\">4<\/td><td class=\"column-4\">8, 9<\/td><td class=\"column-5\">Procurement<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-2 from cache --><\/p>\n<\/div><div class=\"auto-format ui--animation\"><p><script>\n  (function(i,s,o,g,r,a,m){i['GoogleAnalyticsObject']=r;i[r]=i[r]||function(){\n  (i[r].q=i[r].q||[]).push(arguments)},i[r].l=1*new Date();a=s.createElement(o),\n  m=s.getElementsByTagName(o)[0];a.async=1;a.src=g;m.parentNode.insertBefore(a,m)\n  })(window,document,'script','https:\/\/www.google-analytics.com\/analytics.js','ga');<\/p>\n<p>  ga('create', 'UA-98899844-1', 'auto');\n  ga('send', 'pageview');<\/p>\n<p><\/script><\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>Capacity Relief ProjectsSewer Capacity Relief projects are necessary to upgrade the existing large diameter system which typically ranges from sewers 36-inch diameters and greater. to eliminate sanitary sewer overflows and capacity limitations. These projects were identified for implementation to ensure adequate capacity leading to the elimination of sanitary sewer spills. Completion of sewer upgrades for [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-sidebar-left.php","meta":{"footnotes":""},"class_list":["post-1602","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Capacity Relief Projects - Consent Decree<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/cleanwateratlanta.h2o4atl.com\/index.php\/capacity-relief\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Capacity Relief Projects - Consent Decree\" \/>\n<meta property=\"og:description\" content=\"Capacity Relief ProjectsSewer Capacity Relief projects are necessary to upgrade the existing large diameter system which typically ranges from sewers 36-inch diameters and greater. to eliminate sanitary sewer overflows and capacity limitations. 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