Repair vs. Replacement

Appeal Brief Appeal Letter Appeal Analysis

Appeal Brief

Disaster4283
ApplicantCity of Jacksonville
Appeal TypeSecond
PA ID#031-35000-00
PW ID#PW 1024
Date Signed2024-11-04T17:00:00

Summary Paragraph

From October 3, through October 19, 2016, Hurricane Mathew impacted the City of Jacksonville. The City of Jacksonville (Applicant) requested $3,955,671.91 in funding under FEMA’s Public Assistance program to restore the Facility. In January 2018, FEMA prepared Project Worksheet (PW) 1024 to document the Applicant’s claimed damages and approved a Scope of Work (SOW) to replace the Facility. On February 16, 2018, the Applicant emailed FEMA to update the replacement project to include a mitigation proposal. On December 17, 2018, the Applicant submitted another SOW change and improved project request. The Applicant’s revised costs of $4,699,761.91 included inflation and construction contingencies but did not include the mitigation and improved project costs. FEMA issued a Determination Memorandum denying the request for a replacement project. FEMA determined the Applicant did not provide documentation to allow FEMA to validate the cost information. FEMA approved the improved project request, but capped the project at the estimated total to repair the Facility and denied the balance of funding in the amount of $2,050,395.11. The Applicant appealed, claiming that it provided the appropriate documentation to support the replacement request. The FEMA Region 4 Regional Administrator denied the appeal. FEMA stated that the Engineer’s Updated Estimate was based on lump sums and did not include sufficient details of each component in the replacement estimate to verify the lump sums used to calculate the total replacement cost. The Applicant submits a second appeal reiterating its first appeal arguments. 

Authorities

  • Stafford Act § 406(a)(1)(A).
  • 44 C.F.R. §§ 206.203(d)(1), 206.226(f)(2).
  • PAPPG, at 96, 97, 132.

Headnotes

  • If the estimated repair cost exceeds 50 percent of the estimated replacement cost, the actual replacement cost is eligible. 
  • The Applicant has demonstrated that the cost to repair the Facility exceeds 50 percent of the replacement cost.

Conclusion

FEMA finds the Applicant has provided documentation demonstrating the replacement of the Facility and associated revised replacement costs are eligible. Therefore, total eligible project costs for this improved project are increased to reflect the revised replacement cost and will be capped at $4,699,761.91. Accordingly, the appeal is granted.

Appeal Letter

SENT VIA EMAIL

Kevin Guthrie

Director

Florida Division of Emergency Management

2555 Shumard Oak Boulevard

Tallahassee, Florida 32399-2100


Timothy Smith

Captain, Emergency Preparedness Division

City of Jacksonville

515 North Julia Street, 4th Floor

Jacksonville, Florida 32202

 

 

Re:  Second Appeal – City of Jacksonville, PA ID: 031-35000-00, FEMA-4283-DR-FL, Project Worksheet (PW) 1024, Repair vs. Replacement

 

Dear Director Guthrie and Timothy Smith:

This is in response to the Florida Division of Emergency Management’s (Recipient) letter dated April 19, 2024, which transmitted the referenced second appeal on behalf of the City of Jacksonville (Applicant). The Applicant is appealing the U.S. Department of Homeland Security’s Federal Emergency Management Agency’s (FEMA) denial of funding in the amount of $2,050,395.11 for its request for replacement of the Northbank Riverwalk Landing.

As explained in the enclosed analysis, I have determined the Applicant has provided documentation demonstrating the replacement of the Facility and associated revised replacement costs are eligible. Therefore, total eligible project costs for this improved project are increased to reflect the revised replacement cost and will be capped at $4,699,761.91. Accordingly, the appeal is granted. By copy of this letter, I am requesting the Regional Administrator to take appropriate action to implement this determination. 

This determination is the final decision on this matter pursuant to 44 C.F.R. § 206.206, Appeals.

 

                                                                                               Sincerely,

                                                                                                   /S/

                                                                                              Robert M. Pesapane

                                                                                              Director, Public Assistance

 

Enclosure

cc: Robert D. Samaan

      Regional Administrator

      FEMA Region 4

Appeal Analysis

Background

From October 3, through October 19, 2016, Hurricane Matthew impacted the City of Jacksonville (Applicant).[1] The Applicant requested reimbursement under FEMA’s Public Assistance (PA) program to restore the Northbank Riverwalk Landing (Facility), which was damaged by hurricane force winds and stormwater surge. The Facility consisted of three floating docks that extended along the riverfront and followed the alignment of an existing bulkhead.[2] Due to the extent of visible damages, the Applicant determined further inspection of the surface and subsurface areas was necessary to identify the full extent of damages and develop the subsequent scope of work to restore the Facility. The Applicant procured a contract with Taylor Engineering (Engineer) to complete the inspections.

The Engineer produced a report (Engineer’s Report) for the damages and included an estimate (Engineer’s Original Estimate) of $1,799,000.00 for repair (excluding soft costs), which included removing and replacing 7,080 square feet of float modules, repairing 51 float modules, repairing 62 concrete guide piles, repairing two gangway connections, and replacing one gangway connection. The Engineer’s Original Estimate also provided an estimate of $3,205,000.00 (excluding soft costs) for replacement, which included removing 15,000 square feet of existing floating docks, removing all guide piles, installing 5,760 linear feet of concrete guide piles (72 piles), and installing 15,000 square feet of floating docks.[3] The Engineer’s Report for the disaster-related damages indicated significant issues with Floating Docks 1 and 3, where many of the float modules exhibited moderate to major defects and were in serious condition. Additionally, the Engineer’s Report showed that Floating Dock 2 was in critical condition, noting all float modules and associated gangways were missing and needed to be replaced. 

In January 2018, FEMA obligated Project Worksheet (PW) 1024 with an approved scope of work (SOW) to replace the Facility based on the Engineer’s Original Estimate. FEMA approved replacement because the estimated cost to repair the Facility exceeded more than 50 percent of the replacement cost.[4] 

Following this, the Applicant emailed FEMA to update the replacement project to include a mitigation proposal that would lengthen the existing floating dock piles by five feet and replace the concrete piles with steel pipe piles. Later, on December 7, 2018, the Applicant submitted a SOW change request with an increased repair versus replacement cost estimate prepared by its Engineer (Engineer’s Updated Estimate) as well as an improved project request. The updated repair and replacement costs reflected increases in unit prices from the time of the Engineer’s Original Estimate. Specifically, the Engineer’s Updated Estimate included a revised repair cost of $2,159,000.00 (excluding soft costs) and a replacement cost of $3,846,000.00 (excluding soft cost). The Applicant noted that when accounting for the revised replacement cost, engineering fees, direct administrative costs (DAC), contingency fees, and soft costs, the total revised requested estimated project cost for replacement of the Facility totaled $4,699,761.91. Regarding the improved project request, the Applicant’s letter stated that since 406 mitigation funds cannot be applied to a replacement project unless the Facility is part of an Alternative Procedures Project,[5] it requested FEMA approve the project as an improved project. The Applicant confirmed its revised requested costs did not include costs for mitigation or improvements.[6] 

In a letter dated March 10, 2023, FEMA issued a Determination Memorandum (DM) denying the request for the total revised replacement costs of $4,699,761.91. First, FEMA found that the request to change the SOW to include the revised replacement costs was not timely because the Applicant submitted it two years after the major disaster declaration.[7] Second, FEMA determined the Applicant did not provide documentation to allow FEMA to validate the cost information for the replacement SOW. FEMA stated the language used in the Engineer’s Report left doubt about the accuracy of the 50 percent calculation.[8] FEMA approved the improved project request, but capped the project at the estimated total to repair the Facility. Based on the Engineer’s Updated Estimate for repair in-kind costs, FEMA approved $2,649,366.80, which represented the $2,159,000.00 repair estimate, along with inspection costs and DAC. FEMA denied the balance of funding in the amount of $2,050,395.11, which represented the difference between the requested revised total replacement costs and the approved revised total repair costs.

First Appeal

The Applicant submitted a first appeal to the Florida Division of Emergency Management (Recipient), requesting the $2,050,395.11 in costs denied by FEMA in the DM, which, if granted, would equal the total revised replacement costs of $4,699,761.91. With its appeal, the Applicant claimed it provided the appropriate documentation to support the eligibility of the replacement of the Facility. It claimed that statements of probable cost (as contained in the Engineer’s Report) are standard language for reports issued by engineering firms who will not complete the construction work. The Applicant asserted that in the Engineer’s Report, the Engineer accurately reported the damaged elements for the repair and replacement of in-kind quantities using linear feet, square feet, and per unit costs, as applicable. The Recipient then transmitted to FEMA the Applicant’s appeal along with a letter in support for the appeal.

On January 22, 2024, the Region 4 Regional Administrator denied the appeal. FEMA stated that the Engineer’s Updated Estimate (i.e., the revised replacement cost estimate), was based on lump sums and did not include sufficient details (i.e., quantity, height, length, width, material, or location) of each component in the replacement estimate to verify the lump sums used to calculate the total replacement cost.[9] Therefore, FEMA found the Applicant did not provide documentation to support its assertion that replacement of the Facility was eligible under the 50 Percent Rule. 

Second Appeal

In a letter dated February 21, 2024, the Applicant submits a second appeal reiterating its first appeal arguments and requesting the additional $2,050,395.11 denied in the DM and on first appeal. The Applicant reiterates its request for replacement of the Facility and revised replacement costs totaling $4,699,761.91. In a letter dated April 19, 2024, the Recipient submits the second appeal along with a letter in support of the Applicant.

 

Discussion

FEMA may provide PA funding to eligible applicants for the repair, restoration, reconstruction, or replacement of facilities damaged or destroyed by a major disaster.[10] A facility is considered repairable when disaster damage does not exceed 50 percent of the cost of replacing a facility to its predisaster condition, and it is feasible to repair the facility so that it can perform the function for which it was being used as well as it did immediately prior to the disaster.[11] The applicant’s request for replacement should include both repair and replacement cost estimates with supporting documentation, prepared according to FEMA’s policy requirements.[12] FEMA uses the Applicant’s cost estimate if the estimate is prepared by a licensed professional engineer or other estimating professional, such as a licensed architect or certified professional cost estimator who certifies that the estimate was prepared in accordance with industry standards; includes certification that the estimated cost directly corresponds to the repair of the agreed upon damage; is based on unit costs for each component of the SOW and not a lump sum amount; contains a level of detail sufficient for FEMA to validate that all components correspond with the agreed-upon SOW; and is reasonable.[13]

Here, FEMA approved the SOW to replace the facility in January 2018. Subsequently, the Applicant provided an Engineer’s Updated Estimate that reflected revised replacement costs of $3,846,000.00 (excluding soft costs).[14] The Applicant’s revised replacement costs were derived by a licensed professional engineer who provided the estimates in accordance with industry standards. Further, the Applicant and its engineer provided the dimensions and quantity of the replacement structures—including removing 15,000 square feet of existing floating docks, removing all guide piles, installing 5,760 linear feet of concrete guide piles (72 piles), and installing 15,000 square feet of floating docks. This documentation provided for the individual components, going beyond a lump sum estimate. Accordingly, the requested replacement work and associated revised estimated replacement costs (including engineering fees, DAC, contingency fees, and soft costs) totaling $4,699,761.91 are eligible for PA funding.[15]

 

Conclusion

The Applicant has provided documentation demonstrating the replacement of the Facility and associated revised replacement costs are eligible. Therefore, total eligible project costs for this improved project are increased to reflect the revised replacement cost and will be capped at $4,699,761.91. Accordingly, the appeal is granted.[16]


 

[1] The President issued a major disaster declaration, FEMA-4283-DR-FL, on October 8, 2016.

[2] Floating Dock 1 starts 180 feet east of the Main Street Bridge extending 1,080 feet west to South Hogan St. The dock consists of 45 concrete guide piles, 10 concrete-filled steel pipe guide piles, and a system of 97 connected floating modules and is accessible from the upland Riverwalk by five gangways; Floating Dock 2 situated between two upland pavilions, extends from South Hogan St. about 150 feet west behind the Times Union Center for the Performing Arts. The dock consists of eight concrete pipe guide piles and 15 connected floating modules, and is accessible from the Riverwalk by 1 gangway; and Floating Dock 3 is just west of the Times Union Performing Arts Center waterfront approximately 188 feet west to South Pearl St. The dock consists of 9 concrete guide piles and 17 connected floating modules and is accessible from the Riverwalk by one gangway.

[3] Taylor Engineering, Inc., Final Report, Floating Docks Inspection and Assessment at Northbank Riverwalk, Jacksonville, Fl., at 5 (Feb. 2018) [hereinafter Engineering Report].

[4] See generally Public Assistance Program and Policy Guide, FP 104-009-2, at 97 (Jan. 1, 2016) [hereinafter PAPPG] (stating that if the estimated repair cost for a facility exceeds 50 percent of the estimated replacement cost, the replacement cost is eligible).

[5] The Applicant chose not to participate in FEMA’s Alternative Procedures Program.

[6] Letter from City of Jacksonville Emergency Preparedness Div., to Florida Div. of Emergency Mgmt., at 2 (Dec. 17, 2018) [hereinafter Scope Change Request].

[7] See generally PAPPG, at 97 (stating “[t]he Applicant should submit its request for replacement within one year of the Major Disaster Declaration”) (emphasis added)).

[8] See Engineering Report, at 1 (“[t]he repair recommendations and construction cost estimates are preliminary in nature…[s]ubsequent in-depth engineering should identify the final repair design and final opinion of probable costs for each item on a case-by-case basis”). 

[9] FEMA also found that the request for replacement of the Facility in its entirety was not timely. See generally PAPPG, at 97 (stating “[t]he Applicant should submit its request for replacement within one year of the Major Disaster Declaration”) (emphasis added)). In this case, FEMA approved the Applicant’s SOW to include replacement of the facility in January 2018. The subsequent requests were related to changes in the estimated costs. Additionally, the language from the applicable FEMA policy demonstrates that submitting the replacement request within one year of the disaster is not a mandatory requirement.

[10] Robert T. Stafford Disaster Relief and Emergency Assistance Act § 406(a)(1)(A), Title 42, United States Code (U.S.C.) § 5172(a)(1)(A) (2012).

[11] Title 44 of the Code of Federal Regulations (C.F.R.) § 206.226(f) (2016); PAPPG, at 96.

[12] PAPPG, at 97.

[13] Id. at 132.

[14] Taylor Engineering, Inc., Northbank Riverwalk Repair vs. Replacement Cost Analysis Estimate (Nov. 13, 2018) (these numbers do not include soft costs).

[15] As part of the second appeal review, a FEMA cost specialist engineer reviewed and validated the revised replacement estimate, including the construction costs, inspection fees, soft costs, and contingency fees.

[16] Note, this project is still subject to all FEMA required reviews, including, but not limited to, environmental and historic preservation reviews and final reconciliation at closeout. The Applicant’s appeal rights concerning any subsequent determinations are preserved.

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