Attachment 10 - Tyndall_DFE_Memo.pdf

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Attached to
Construct Honor Guard Facility, Tyndall AFB, FL
Solicitation number
FA481924R0014
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About this file

This document is a memorandum from the Deputy Director of Civil Engineers at the Department of the Air Force that establishes design flood elevation (DFE) levels for the redevelopment of Tyndall Air Force Base in Florida following Hurricane Michael in 2018. The DFE is defined as the minimum elevation required to design infrastructure and facilities to be more resilient to future severe weather events. The memorandum sets two DFE values: 19 feet above mean sea level for the Gulf side, and 14 feet above mean sea level for the East Bay side of the base. These DFEs were derived by considering the base flood elevation, projected sea level rise, and other factors to demonstrate long-term risk aversion with minimal cost implications. This guidance is applicable only to Tyndall AFB and is intended to ensure the redevelopment is more resilient.

The related federal contract opportunity is for the construction of a new Honor Guard Facility at Tyndall AFB, solicitation number FA481924R0014. The purpose is to provide a new facility, parking lot, and storm drainage for the Honor Guard. Further information is provided in the attachments.

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Other files

File Type Posted
Drainage Design Guide.pdf PDF
Solicitation Amendment FA481924R00140001 SF 30.pdf PDF
Honor Guard Facility RFI Responses.xlsx XLSX spreadsheet
Solicitation Amendment - FA481924R00140001.pdf PDF
Honor Guard Sign in Sheet.pdf PDF
Attachment 27- Section L and M.pdf PDF
Attachment 5 - FRCS Guide Deliverable Checklist.pdf PDF
Attachment 17 - RFI Template.pdf PDF
Attachment 20 - Division Cost Estimate Worksheet.xlsx XLSX spreadsheet
Attachment 22 - Discovery trifold November2021.pdf PDF
Attachment 27- Section L and M.pdf PDF
Attachment 3 - Conceptual Drawings.pdf PDF
Solicitation - FA481924R0014.pdf PDF
Attachment 1 - Description of Work.pdf PDF
Attachment 2 - Additional Requirements.pdf PDF
Attachment 6 - AF 813.pdf PDF
Attachment 8 - SITE PLAN.pdf PDF
Attachment 9 - Tyndall_Design_Wind_Speed_A4C-2_Memo.pdf PDF
Attachment 11 - Exterior Finish Pallettes.pdf PDF
Attachment 13 - XLWU 21-8120 Site Utilities.pdf PDF
Attachment 18 - Base Access Request EAL.xlsx XLSX spreadsheet
Attachment 23 - HazWaste Determination Worksheet.pdf PDF
Attachment 24 - Environmental Protection Plan Guidance.pdf PDF
Attachment 25 - Wage Determination FL20240105.pdf PDF
Attachment 26 - Past Performance Information Sheet.pdf PDF
Attachment 4 - TAFB_MasterPlantPallette.pdf PDF
Attachment 7 - Existing Equipment.pdf PDF
Attachment 12 - HG Topo Area Rev A.pdf PDF
Attachment 14 - Location of Primary Transformer.pdf PDF
Attachment 15 - AF Form 3000.pdf PDF
Attachment 16 - AF 3064 - 3065 XLWU 21-8120 HONOR GUARD_Progress Schedule.xlsx XLSX spreadsheet
Attachment 19 - Proof of Financial Responsibility.pdf PDF
Attachment 21 - AF Form 66.xlsx XLSX spreadsheet
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Text version

DEPARTMENT OF THE AIR FORCE

HEADQUARTERS UNITED STATES AIR FORCE

WASHINGTON, DC

MEMORANDUM FOR AFCEC/CL (Mr. Terry G. Edwards)

FROM: HQ USAF/A4C

1260 Air Force Pentagon Washington, DC 20330-1260

SUBJECT: Tyndall AFB Design Flood Elevation (DFE)

I am issuing this design guidance to the Air Force Civil Engineer Center (AFCEC) and the Tyndall Project Management Office (PMO) to establish DFE levels for the redevelopment of Tyndall AFB, Florida, following its destruction by Hurricane Michael in October 2018. This guidance is applicable only to Tyndall AFB and is intended to ensure that the design of infrastructure and facilities is more resilient to future severe weather events.

Design Flood Elevation is defined as the minimum elevation to design assets considering not just the Base Flood Elevation (BFE), but other factors such as historic storm surge data, sea level change, regulatory mandates, state or local requirements, building code requirements, and an asset owner’s risk tolerance. This memorandum established two DFE values for the Tyndall AFB design effort:

a. For the Gulf side (generally southwesterly of Highway 98) the DFE is 19’ above today’s mean sea-level (MSL); and

b. For the East Bay side, generally northeasterly of Highway 98, the DFE is 14’ above MSL.

BFE is defined in UFC 3-201-01, Civil Engineering, as the, “elevation of flooding, including wave height, having a 1% change of being equaled or exceeded in a given year.” BFE is also used to refer to the 100-year flood (or 1% annual chance event (ACE)).

The DFE levels were derived by summing the BFE and the locally adjusted, highest regionalized sea level rise scenario for the year 2100 (representing a global scenario of 2.0 meters by 2100). On the Gulf side, the BFE has been established by the Federal Emergency Management Agency (FEMA) as 12’ above MSL, while on the East Bay side, BFE is 7’ above MSL1. The locally adjusted, highest regionalized sea level rise scenario for 2100 is 7’ for the Tyndall AFB area.

The Tyndall AFB DFEs consider FEMA BFEs, high water mark data, and sea level rise projections. The DFEs demonstrate long-term risk aversion with minimal cost implications. They

1 FEMA Federal Insurance Rate Map (FIRM) 2009 and 2019 Preliminary FIRM for Bay County, FL were referenced.

consider the long term potential effects of permanent inundation by incorporating future sea level rise projections and existing flood plain values. Due to the existing topography of Tyndall AFB, and the location of most current and planned construction, the established DFEs will result in the best use of taxpayer dollars while constructing a resilient 21st Century Installation.

NANCY J. BALKUS, P.E., SES

Deputy Director of Civil Engineers DCS/Logistics, Engineering, & Force Protection

projections The DFEs demonstrate longterm risk aversion with minimal cost implications They:
2019-06-05T19:48:16-0400
BALKUS.NANCY.J.1082115974

Date of Signature: 05 June 2019

File details come from the government source that posted it. Updated .