{"id":440,"date":"2025-03-04T18:29:56","date_gmt":"2025-03-04T18:29:56","guid":{"rendered":"https:\/\/swefc.unm.edu\/gardb\/?post_type=ept_green-asset&#038;p=440"},"modified":"2025-03-10T18:48:55","modified_gmt":"2025-03-10T18:48:55","slug":"infiltration-trench","status":"publish","type":"ept_green-asset","link":"https:\/\/swefc.unm.edu\/gardb\/green-assets\/infiltration-trench\/","title":{"rendered":"Infiltration Trench"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_image src=&#8221;https:\/\/swefc.unm.edu\/gardb\/wp-content\/uploads\/2025\/03\/Infiltration-Trench.jpg&#8221; title_text=&#8221;Infiltration Trench&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; border_radii=&#8221;on|10px|10px|10px|10px&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; hover_enabled=&#8221;0&#8243; global_colors_info=&#8221;{}&#8221; sticky_enabled=&#8221;0&#8243;]<\/p>\n<div class=\"col-sm-3\">\n<p><strong>Asset Type<span>\u00a0<\/span><\/strong>: Enhanced<\/p>\n<p><strong>Water Classification: <\/strong>Stormwater, Combined Sewer Overflows<\/p>\n<p><strong>Construction Rank<span>\u00a0<\/span><\/strong>: 2<\/p>\n<p><strong>O&amp;M Rank<span>\u00a0<\/span><\/strong>: 2<\/div>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_divider _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_divider][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\"><strong>How it Works <\/strong> : Infiltration trenches are excavations that are lined with filter fabric and backfilled with aggregate. During runoff events water enters the trench where it is initially stored and then infiltrated into surrounding soil.<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\"><strong>O&amp;M Required <\/strong> : The drainage area of the trench will have to be managed to reduce the sediment load. Utilities should schedule times each year (i.e. once a quarter) to inspect the trench for trash, excessive sediment, over grown plants etc. Trenches should also be checked after larger rain events (i.e. 1.5 inches). There is a high failure rate due to poor maintenance due the high clogging potential.<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\"><strong>Design Considerations <\/strong> : Trenches should be excavated to a depth of approximately 3-8\u2019 and filled with washed aggregate of a diameter between approximately 1.5 to 3 inches. The surface of the trench may be covered by aggregate, pea gravel, or vegetation. Pea gravel and vegetation both increase sediment filtering and prolong the life of the trench. If a vegetated surface is desired, it should be installed in approximately one foot of soil. A vegetated filter strip at least 20 feet wide should be constructed upslope from the trench, to increase sediment capture and prolong the life of the trench. Simple observation wells, constructed of PVC pipe, allow monitoring of water levels and evaluation of performance. Flow into the trench should be evenly distributed.<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\"><strong>Costs <\/strong> : Low \u2013 approximate costs are estimated between $1.00 to $1.50 per cubic foot (USEPA, 1999) there are cost challenges depending on how deep a trench is constructed. The trench will likely required heavy equipment be used. At a certain depth trench boxes may be required to retain the side walls during construction.<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\"><strong>Benefits <\/strong> : An infiltration trench can effectively remove or reduce many pollutants, including suspended solids, bacteria, and trace metals. It reduces runoff volumes during storm events and increases baseflow in nearby streams. It can also be easily incorporated into site landscaping.<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\">\n<hr \/>\n<\/div>\n<\/div>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-2\"><strong>References:<\/strong><\/div>\n<div class=\"col-sm-10\"><a href=\"https:\/\/swefc.unm.edu\/gardb\/wp-content\/uploads\/2025\/03\/42-Infiltration-Trenches-Metropolitan-Council.pdf\" target=\"_blank\" rel=\"noopener\">Infiltration Trenches Overview<\/a><br \/><a href=\"https:\/\/swefc.unm.edu\/gardb\/wp-content\/uploads\/2025\/03\/43-Infiltration-Trenches-PA-Stormwater.pdf\" target=\"_blank\" rel=\"noopener\"> Infiltration Trench BMP<\/a><br \/><a href=\"https:\/\/swefc.unm.edu\/gardb\/wp-content\/uploads\/2025\/03\/46-Alternative-Stormwater-BMP.pdf\" target=\"_blank\" rel=\"noopener\"> Alternative Stormwater Best Management Practices Guidelines<\/a><\/div>\n<\/div>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\">\n<hr \/>\n<p>&nbsp;<\/p>\n<div class=\"row detail-margins\">\n<div class=\"col-sm-12\">\n<div><i>Image by: <\/i>Montgomery County Planning Commission via <a href=\"https:\/\/www.flickr.com\/photos\/75012107@N05\/14660267252\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.flickr.com\/photos\/75012107@N05\/14660267252\/<\/a><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Asset Type\u00a0: Enhanced Water Classification: Stormwater, Combined Sewer Overflows Construction Rank\u00a0: 2 O&amp;M Rank\u00a0: 2 How it Works : Infiltration trenches are excavations that are lined with filter fabric and backfilled with aggregate. During runoff events water enters the trench where it is initially stored and then infiltrated into surrounding soil. &nbsp; O&amp;M Required : [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":445,"template":"","meta":{"_acf_changed":false,"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"1080","ept_green-asset_asset-name":""},"ept_green-asset_asset-name":[50],"ept_green-asset_asset-type":[25],"ept_green-asset_const-rank":[44],"ept_green-asset_om-difficulty":[45],"class_list":["post-440","ept_green-asset","type-ept_green-asset","status-publish","has-post-thumbnail","hentry","ept_green-asset_asset-name-infiltration-trench","ept_green-asset_asset-type-enhanced","ept_green-asset_const-rank-44","ept_green-asset_om-difficulty-45"],"acf":[],"_links":{"self":[{"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset\/440","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset"}],"about":[{"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/types\/ept_green-asset"}],"author":[{"embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/users\/1"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/media\/445"}],"wp:attachment":[{"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/media?parent=440"}],"wp:term":[{"taxonomy":"ept_green-asset_asset-name","embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset_asset-name?post=440"},{"taxonomy":"ept_green-asset_asset-type","embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset_asset-type?post=440"},{"taxonomy":"ept_green-asset_const-rank","embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset_const-rank?post=440"},{"taxonomy":"ept_green-asset_om-difficulty","embeddable":true,"href":"https:\/\/swefc.unm.edu\/gardb\/wp-json\/wp\/v2\/ept_green-asset_om-difficulty?post=440"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}