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Last modified
10/30/2015 3:10:39 PM
Creation date
10/1/2015 1:56:17 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
01/05/2010
Control Number
2010-010
Agenda Item Number
15.B.1
Entity Name
Landfill Operations Permit Renewal
Subject
Geosyntec, Inc.
Work Order No.25
Supplemental fields
SmeadsoftID
9527
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Mr. Himanshu Mehta <br /> 15 December 2009 <br /> Page 5 <br /> • compile a list of enforcement actions ; <br /> • provide a signed and sealed boundary survey , legal description and topographic survey of <br /> the property in accordance with Rule 62- 701 . 730 (2) (b) , FAC ; <br /> • calculate the remaining landfill life ; <br /> • prepare a financial assurance cost estimate for closure and long- term care of the landfill <br /> in accordance with Rule 62 -701 . 730 ( 11 ) ( b) , FAC and complete FDEP Form 62- <br /> 701 . 900 (28) ; and <br /> • complete the required FDEP Form 62- 701 . 900 ( 1 ) , and prepare a transmittal letter to <br /> FDEP that summarizes the permit renewal package . <br /> We propose to combine this renewal permit application with the Substantial Modification Permit <br /> Application for the Segment 2 Landfill Lateral Expansion in an effort to save SWDD an <br /> application fee of $20, 000 . Geosyntec will provide four complete copies of the application to <br /> FDEP Central District and two copies to SWDD . <br /> Phase 3 — ERP Modification Permit Application <br /> Under this phase, Geosyntee will prepare an ERP modification pen-nit application for submittal <br /> to FDEP . Geosyntec will model the drainage of storm water runoff at the landfill site for 25 - <br /> year/24- hour design storm event, using the latest version of the Interconnected Channel and <br /> Pond Routing ( ICPR) Model , developed by Streamline Technologies of Winter Park, Florida. <br /> This model was used in previous studies to perform hydrologic and hydraulic analyses of storm <br /> water management system for the IRC landfill site. Geosyntec will base the modeling on <br /> existing basins system developed by others and trapezoidal perimeter ditch configuration . This <br /> basins system will be modified to reflect the changes in the site configuration and the anticipated <br /> changes in the total impervious area of each of the basin . The modeling output will be used to <br /> size the conveying conveyance channels to ensure that the landfill site complies with the permit <br /> requirements . Geosyntec will prepare designs for the perimeters ditch to convey stormwater <br /> runoff from a 25 -year 24- hour storm, a retaining wall to provide additional ditch capacity around <br /> the leachate lift station and a section of paved road to provide access to the groundwater and <br /> landfill gas migration monitoring wells . <br /> Geosyntec will prepare the Modification Permit Application for the landfill site ' s ERP . The <br /> application will include the engineering reports and drawings in support of the permit application <br /> in accordance with Chapter 62 - 330 FAC . Geosyntec will provide four complete copies of the <br /> application to FDEP Central District and two copies to SWDD . <br /> 1L90232 IRC LF Permittina. doc <br /> engineers I scientists I innovators <br />
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