{"id":9010,"date":"2022-08-16T19:04:02","date_gmt":"2022-08-16T17:04:02","guid":{"rendered":"https:\/\/menardcanada.ca\/?post_type=avada_portfolio&p=9010"},"modified":"2023-11-15T21:35:16","modified_gmt":"2023-11-15T20:35:16","slug":"water-treatment-plant-chilliwack","status":"publish","type":"avada_portfolio","link":"https:\/\/menardcanada.ca\/soil-expert-portfolio\/water-treatment-plant-chilliwack\/","title":{"rendered":"Water Treatment Plant: Chilliwack, British Columbia"},"content":{"rendered":"
Selected Technique:<\/span> Treatment Area: Project Depth:<\/span> Molson Peak Brewery in Chilliwack (BC) needed to have a wastewater treatment plant facility built. Liquefaction treatment was required under the structure.<\/p>\n The site\u2019s subsurface stratigraphy consisted of the following: Groundwater was encountered at approximately 2m from the ground surface.<\/p>\n
\n<\/span>Stone Columns with Vibroflot<\/b><\/span><\/p>\n
\n<\/div>
\n<\/span><\/span>258 Wet Top Feed Stone Columns<\/b><\/p>\n
\n<\/div>
\n<\/span>12m<\/b><\/span><\/p>\n
\n<\/div>Ground Conditions<\/h3>\n
\n\u2022 Approx. 0.5m of compact to organic ground;
\n\u2022 Underlain by 4m of soft to firm clay to silty clay;
\n\u2022 Underlain by 7m of loose to compact silty sand to sand susceptible to liquefaction;<\/p>\n