Stormwater and Development<\/b><\/span><\/h2><\/div><\/div><\/div><\/div><\/div>Chase Plaza<\/h2>\n
GEC provided contamination assessment and geotechnical engineering services for this 21-story, 1,200,000-sf office, residential and retail complex including three towers on the 2.9-acre site. Chase Plaza was the largest redevelopment project in Orlando\u2019s history. The $140 million project also included a 1,611-space, multi-level parking garage. Complex site conditions in the urban setting included contamination issues (underground tanks and buried debris), support of adjacent buildings, streets and utilities during foundation excavation, on-site stormwater treatment by means of exfiltration trenches, and installation of deep pile foundations adjacent to sensitive historic structures.<\/p>\n<\/div>
<\/div><\/div>![](\"https:\/\/www.gecfla.com\/wp-content\/uploads\/2021\/02\/1chase-bank-downtown-orlando.jpg\" "\\"SANYO")
<\/span><\/div><\/div><\/div>![](\"https:\/\/www.gecfla.com\/wp-content\/uploads\/2021\/03\/Screen-Shot-2021-03-22-at-11.13.28-AM.png\" "\\"Screen")
<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nGEC CLIENT<\/strong><\/h3>\nBaker Barrios Architects<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nBaker Barrios Architects<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022 Building foundations
\n\u2022 Exfiltration trenches
\n\u2022 Auger Pressure-grouted displacement pile inspection<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1694","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1694"}],"version-history":[{"count":5,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions"}],"predecessor-version":[{"id":1964,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions\/1964"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1694"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
Chase Plaza<\/h2>\n
GEC provided contamination assessment and geotechnical engineering services for this 21-story, 1,200,000-sf office, residential and retail complex including three towers on the 2.9-acre site. Chase Plaza was the largest redevelopment project in Orlando\u2019s history. The $140 million project also included a 1,611-space, multi-level parking garage. Complex site conditions in the urban setting included contamination issues (underground tanks and buried debris), support of adjacent buildings, streets and utilities during foundation excavation, on-site stormwater treatment by means of exfiltration trenches, and installation of deep pile foundations adjacent to sensitive historic structures.<\/p>\n<\/div>
<\/span><\/div><\/span><\/div>GEC CLIENT<\/strong><\/h3>\nBaker Barrios Architects<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nBaker Barrios Architects<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022 Building foundations
\n\u2022 Exfiltration trenches
\n\u2022 Auger Pressure-grouted displacement pile inspection<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1694","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1694"}],"version-history":[{"count":5,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions"}],"predecessor-version":[{"id":1964,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions\/1964"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1694"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
ULTIMATE CLIENT<\/strong><\/h3>\nBaker Barrios Architects<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022 Building foundations
\n\u2022 Exfiltration trenches
\n\u2022 Auger Pressure-grouted displacement pile inspection<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1694","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1694"}],"version-history":[{"count":5,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions"}],"predecessor-version":[{"id":1964,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions\/1964"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1694"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
PROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022 Building foundations
\n\u2022 Exfiltration trenches
\n\u2022 Auger Pressure-grouted displacement pile inspection<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1694","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1694"}],"version-history":[{"count":5,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions"}],"predecessor-version":[{"id":1964,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1694\/revisions\/1964"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1694"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\n\u2022 Building foundations
\n\u2022 Exfiltration trenches
\n\u2022 Auger Pressure-grouted displacement pile inspection<\/p>\n<\/div><\/div><\/div>