Stormwater and Development<\/b><\/span><\/h2><\/div><\/div><\/div><\/div><\/div>The Vue at Lake Eola<\/h2>\n
The Vue at Lake Eola is a 35-story condominium located in the heart of Downtown Orlando. The site was formerly occupied by Hank\u2019s Gas Station, which was in service beginning in the late 1920\u2019s. The Phase I Environmental Site Assessment (ESA) and Phase II ESA revealed that soil and groundwater at the site had been impacted with petroleum constituents that exceeded regulatory clean-up target levels. No Further Action (NFA) status for soil and groundwater was obtained from FDEP within three months following completion of the remediation activities. GEC was also the Geotechnical Engineer of Record for the project including design recommendations for the displacement auger cast pile system used for tower support.<\/p>\n<\/div>
<\/div><\/div>![](\"https:\/\/www.gecfla.com\/wp-content\/uploads\/2021\/02\/Screen-Shot-2021-02-26-at-6.53.46-PM.png\" "\\"Screen")
<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nGEC CLIENT<\/strong><\/h3>\nWestminster Partners, LLC<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nChurchill Development<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Building foundations
\n\u2022 Pavements
\n\u2022 Chemical Grout and Underpin Pile Design Review
\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022Phase II Environmental Site Assessment (ESA)<\/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-1562","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562","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=1562"}],"version-history":[{"count":28,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions"}],"predecessor-version":[{"id":1966,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions\/1966"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1562"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
The Vue at Lake Eola<\/h2>\n
The Vue at Lake Eola is a 35-story condominium located in the heart of Downtown Orlando. The site was formerly occupied by Hank\u2019s Gas Station, which was in service beginning in the late 1920\u2019s. The Phase I Environmental Site Assessment (ESA) and Phase II ESA revealed that soil and groundwater at the site had been impacted with petroleum constituents that exceeded regulatory clean-up target levels. No Further Action (NFA) status for soil and groundwater was obtained from FDEP within three months following completion of the remediation activities. GEC was also the Geotechnical Engineer of Record for the project including design recommendations for the displacement auger cast pile system used for tower support.<\/p>\n<\/div>
<\/span><\/div>GEC CLIENT<\/strong><\/h3>\nWestminster Partners, LLC<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nChurchill Development<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Building foundations
\n\u2022 Pavements
\n\u2022 Chemical Grout and Underpin Pile Design Review
\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022Phase II Environmental Site Assessment (ESA)<\/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-1562","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562","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=1562"}],"version-history":[{"count":28,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions"}],"predecessor-version":[{"id":1966,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions\/1966"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1562"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
ULTIMATE CLIENT<\/strong><\/h3>\nChurchill Development<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Building foundations
\n\u2022 Pavements
\n\u2022 Chemical Grout and Underpin Pile Design Review
\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022Phase II Environmental Site Assessment (ESA)<\/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-1562","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562","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=1562"}],"version-history":[{"count":28,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions"}],"predecessor-version":[{"id":1966,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions\/1966"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1562"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
PROJECT ELEMENTS<\/strong><\/h3>\n\u2022 Building foundations
\n\u2022 Pavements
\n\u2022 Chemical Grout and Underpin Pile Design Review
\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022Phase II Environmental Site Assessment (ESA)<\/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-1562","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562","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=1562"}],"version-history":[{"count":28,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions"}],"predecessor-version":[{"id":1966,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1562\/revisions\/1966"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1562"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\n\u2022 Pavements
\n\u2022 Chemical Grout and Underpin Pile Design Review
\n\u2022 Phase I Environmental Site Assessment (ESA)
\n\u2022Phase II Environmental Site Assessment (ESA)<\/p>\n<\/div><\/div><\/div>