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Projects > L-31N (L-30) Seepage Management Pilot

L-31N (L-30) Seepage Management Pilot
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Project Mission:
Construct underground barrier and collect data.

Project Benefits:
Answer technical questions about how to best reduce the rapid loss of water underground from the Everglades. This pilot project will test underground barriers and other technologies.

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Project Managers

U.S. Army Corps of Engineers Project Manager:
Tiphanie Jinks
Tiphanie.C.Jinks@usace.army.mil

Sponsor Project Manager:
John Shaffer
jshaffe@sfwmd.gov

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Related Links

 

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arrow.gif (103 bytes)28 Apr 2008 - L-31 Working Group Briefing

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Presentation
(1.6 mb, PDF)

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Project Details

Project Sponsor: South Florida Water Management District
Project Schedule: For scheduling information regarding this project, please see the Master Implementation Sequencing Plan (MISP).
Project Region: South
Project Phase: Project Management Plan
Design Agreement: 12 May 2000
CERP Component Designation: Pilot
Project Cooperation Agreement:
Authorization: WRDA 2000
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Project Description

The purpose of the seepage management pilot is to determine the appropriate technology needed to control levee seepage flow across L-31N canal adjacent to Everglades National Park (ENP) and provide the appropriate amount of wet season groundwater flow that will minimize potential impacts to the Miami-Dade County's West Wellfield and freshwater flows to Biscayne Bay. A seepage management feature located along L-31N would reduce some seepage as proposed in the Comprehensive Everglades Restoration Plan, but the L-31N site is located in an area that may be modified, which could render it less useful for long term affects. 

There are similar issues regarding levee seepage along the southern portion of L-30 canal adjacent to Water Conservation Area 3B (WCA-3B). A seepage management feature along the L-30 levee would help reduce seepage lost from WCA-3B, which in turn will reduce water flowing farther south into the L-30/L-31N system. Field tests, seepage reports, and historical data have independently shown the L-30 levee north of U.S. Highway 41 as having a higher seepage rate than L-31N. Pilot project monitoring and data gathering at the new project location – along the southern portion of the L-30 levee – will provide essential information needed to further address uncertainties prior to recommending full-scale implementation of seepage management measures adjacent to WCA-3B and ENP.

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