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Appeal Procedures – Direct Result of Disaster – Environmental Compliance – 705(c)
Appeal Brief
Disaster | FEMA-4317 |
Applicant | Ozark County |
Appeal Type | Second |
PA ID# | 153-99153-00, |
PW ID# | PW 750 |
Date Signed | 2019-09-06T00:00:00 |
Summary Paragraph
Severe storms and flooding from a 2017 disaster damaged a low water crossing site that consisted of a concrete slab. Rather than restore the site to predisaster condition, the Applicant opted to install a new concrete box culvert. FEMA became aware of this change to the predisaster design post-construction, and subsequently completed site inspections and after-the-fact environmental reviews. FEMA proceeded to award $17,514.98 in actual costs for the work completed through Project Worksheet (PW) 750, with no reference to the improved project. Only when the Applicant later requested a cost adjustment for a Hydrologic and Hydraulic (H&H) study did FEMA discuss different reasons why it should not have awarded actual costs in the original grant. FEMA then determined the previously awarded costs and the H&H study costs were ineligible and issued a determination memorandum. It found the Applicant had changed the predisaster design without Agency prior approval, and without affording FEMA the opportunity to complete required EHP reviews. The Applicant submitted a first appeal, requesting $5,594.08 (the costs estimated to restore to predisaster condition) be found eligible. FEMA denied the requested costs in the first appeal decision, stating: (1) the first appeal did not satisfy the requirements of 44 C.F.R. § 206.206(a); (2) the Applicant had not demonstrated the damages were the result of the disaster; and (3) the Applicant had not established it complied with all required environmental conditions.
Authorities and Second Appeals
- Stafford Act § 705(c).
- 44 C.F.R. §§ 206.203(d)(1), 206.206(a), 206.223(a)(1).
- PAPPG, at 87, 109-110, 117 (Version 2).
- FP 205-081-2, Stafford Act Section 705, Disaster Grant Closeout Procedures, at 4-5.
- Lowe Twp., FEMA-4230-DR-KS, at 4-6; Long Beach Port Commission, FEMA-4081-DR-MS, at 5; Rooks Cnty. Highway Dep’t., FEMA-1776-DR-KS, at 2-3.
Headnotes
- Pursuant to 44 C.F.R. § 206.206(a), an appeal must specify the monetary figure in dispute and the provisions in Federal law, regulation, or policy with which the appellant believes the initial action was inconsistent.
- The Applicant’s first appeal letter included the monetary amount in dispute, while the Grantee’s first appeal letter cited to specific FEMA policy to support the request for funding.
- Per 44 C.F.R. § 206.223(a)(1), an item of work must be required as a result of a major disaster. The PAPPG provides that FEMA may review predisaster maintenance records to assist in evaluating eligible claimed damage.
- The Applicant provided predisaster timesheets documenting work done to roads and bridges that demonstrate the Applicant had a routine maintenance program in effect prior to the disaster.
- Section 705(c) of the Robert T. Stafford Disaster Relief and Emergency Assistance Act (Stafford Act) bars FEMA from deobligating any payment to a State or local government if: (1) the payment was authorized by an approved agreement specifying the costs, (2) the costs were reasonable, and (3) the purpose of the grant was accomplished.
- As all three conditions are satisfied, FEMA is precluded from deobligating the previously awarded funding. With regard to any alleged lack of environmental compliance, FEMA conducted an EHP review after the completion of work and before the project was obligated.
Conclusion
The first appeal satisfied the requirements of 44 C.F.R. § 206.206(a). In addition, the Applicant has demonstrated the damage and associated work to the low water crossing site were the direct result of the disaster based on predisaster maintenance records. Further, although FEMA erred when it awarded actual costs for the completed improved project, section 705(c) of the Stafford Act precludes deobligation of the previously awarded funding. This appeal is granted, and approves the requested capped funding plus the remaining previously awarded costs.
Appeal Letter
Ron Walker
Director
Missouri Department of Public Safety, State Emergency Management Agency
2302 Militia Drive, P.O. Box 116
Jefferson City, Missouri 65102
Re: Second Appeal – Ozark County, PA ID: 153-99153-00, FEMA-4317-DR-MO,
Project Worksheet 750 – Appeal Procedures – Direct Result of Disaster –
Environmental Compliance – 705(c)
Dear Mr. Walker:
This is in response to a letter from your office dated May 10, 2019, which transmitted the referenced second appeal on behalf of the Ozark County (Applicant). The Applicant is appealing the Department of Homeland Security’s Federal Emergency Management Agency’s denial of requested capped funding for damage sustained to a low water crossing site documented in Project Worksheet (PW) 750.
As explained in the enclosed analysis, the first appeal satisfied the requirements of 44 C.F.R. § 206.206(a). In addition, the Applicant has demonstrated the damage and associated work to Site 1 were the direct result of the disaster. Further, although FEMA erred when it awarded actual costs for the completed improved project through PW 750, section 705(c) of the Stafford Act precludes deobligation of the previously awarded funding. Accordingly, I am granting this appeal. FEMA is prohibited from recouping the previously awarded costs, totaling $17,514.98.
Please inform the Applicant of my decision. This determination is the final decision on this matter pursuant to 44 C.F.R. § 206.206, Appeals.
Sincerely,
/S/
Tod Wells
Acting Director
Public Assistance Division
Enclosure
cc: Paul J. Taylor
Regional Administrator
FEMA Region VII
Appeal Analysis
Background
During the incident period of April 28 through May 11, 2017, severe storms and flooding occurred in Ozark County, Missouri (Applicant), damaging dozens of low water crossing sites and over 100 road site locations. Starting in August 2017, the Applicant performed construction work at the County Road 603 low water crossing site (Site 1), which included cleaning up the remains of the damaged slab and replacing it with a concrete box culvert.
FEMA performed an Environmental Planning and Historic Preservation (EHP) Site Inspection, memorialized in an October 4, 2017 report, which stated the work to Site 1 was almost 100 percent complete at that time. The report noted that although the low water crossing was originally a dipped concrete slab, it had been replaced with an anchored box culvert, as demonstrated by a photograph included in the report. In a mitigation report, also dated October 4, 2017, FEMA noted that prior to the disaster, cattle trucks would scrape the roadway because of the vertical curve created by the slab-on-grade design. However, the new design and construction would address that issue. This report also noted that the Applicant advised FEMA it desired to use grouted rip rap to dissipate energy and prevent undermining of the crossing structure foundation.
On November 21, 2017, FEMA uploaded the following documents to its grants management database (EMMIE): (1) the Applicant’s budgets for 2015 – 2017 pertaining to road and bridge maintenance costs; and (2) predisaster road and bridge maintenance time sheets from the Applicant with descriptions of work performed at certain locations, including Site 1. On December 6, 2017, FEMA completed environmental reviews, memorialized in the Record of Environmental Consideration (REC). It noted that the project was 100 percent complete at that time and commented that although the Applicant changed Site 1 from a dipped concrete slab to a box culvert to accommodate large trucks, there were no environmental concerns that would prevent funding.
On January 12, 2018, FEMA awarded Project Worksheet (PW) 750, approving $59,628.75 in total project costs for permanent work to repair six of the Applicant’s concrete slab low water crossing sites, one of which was Site 1.[1] FEMA separated out the costs per site in the PW, and the total costs for Site 1 were $17,514.98. The Missouri State Emergency Management Agency (Grantee) drew down the total funding obligated for PW 750 on January 22, 2018.
Following the project’s obligation, the Applicant sought an additional $1,147.50 in funding for a Hydrologic and Hydraulic (H&H) Study at Site 1. FEMA subsequently issued a second REC on January 31, 2018, which confirmed that regardless of the H&H study cost adjustment, the original environmental determination and clearance remained valid and unchanged. It verified that no further EHP reviews were required unless there was a change to the scope of work (SOW).
In a determination memorandum (DM) transmitted to the Applicant and the Grantee on May 16, 2018, FEMA noted that the Applicant had performed work on Site 1 beyond that required to restore it to either its predisaster design or condition. The DM stated that the Applicant expanded the SOW without Agency approval, and without affording FEMA the opportunity to complete required EHP reviews; therefore, FEMA found the work completed to Site 1 and associated costs of $18,662.48, were ineligible.[2]
First Appeal
In an undated letter that the Grantee received on July 12, 2018, the Applicant appealed FEMA’s denial of funding for Site 1. In place of requesting approval of $18,662.48, the Applicant requested FEMA grant the costs that would have been incurred had the Applicant simply restored the site to predisaster condition, $5,594.08.[3] The Grantee forwarded the appeal to FEMA via an August 8, 2018 concurrence letter. It cited to the provision in FEMA’s Public Assistance Program and Policy Guide (PAPPG) that allows the Agency to fund improved projects at either the costs estimated to restore the facility to predisaster condition, or the actual costs incurred to complete the improved project, whichever is less.
On October 30, 2018, FEMA transmitted a Final Request for Information to the Applicant and the Grantee, but neither responded.
On March 7, 2019, the FEMA Region VII Regional Administrator (RA) issued a first appeal decision denying the requested $5,594.08. The RA first determined that the appeal did not satisfy Title 44 Code of Federal Regulations (C.F.R.) § 206.206(a) as the Applicant did not provide a break down of the claimed amount, and additionally did not provide reference to the law, regulation, or policy that supported its appeal. Second, the RA found the Applicant did not demonstrate the damage was the result of the disaster as it had not established it maintained culverts prior to the disaster. Last, the RA stated that the Applicant had exceeded the SOW prior to FEMA inspecting the project, which precluded FEMA from performing an environmental review prior to the completion of work. It additionally determined that the Applicant did not verify it complied with the suitable materials condition of the Nationwide Permit permit because the Applicant had not demonstrated the rip rap used was free from rebar or reinforcing rods.
Second Appeal
The Applicant submitted its second appeal on May 9, 2019, submitting additional photographs that showed a slab almost entirely covered with water, to demonstrate the disaster washed out most of Site 1. It also provided a grant summary report from EMMIE listing 15 additional projects FEMA obligated to the Applicant for the disaster.[4] The Grantee forwarded the appeal on May 10, 2019, attaching a support letter for the requested $5,594.08.
Discussion
Appeal Procedures
Pursuant to 44 C.F.R. § 206.206(a), an appeal must specify the monetary figure in dispute and the provisions in Federal law, regulation, or policy with which the appellant believes the initial action was inconsistent.
Here, the Applicant’s first appeal letter included the monetary amount in dispute, satisfying the first content requirement of 44 C.F.R. § 206.206(a). The Grantee’s first appeal letter cited to FEMA policy to support the request for funding, thereby specifying the policy with which FEMA’s determination memorandum may have been inconsistent. Consequently, the first appeal letters satisfy the requirements of 44 C.F.R. § 206.206(a).
Direct Result of Disaster
In order to be eligible for PA funding, an item of work must be required as a result of a major disaster.[5] To assist in evaluating whether claimed damage was caused by a disaster, FEMA reviews predisaster maintenance records or other documentation, such as predisaster maintenance budgets, to establish the Applicant had a predisaster routine maintenance program.[6]
Before FEMA obligated this project, the Applicant provided: 1) predisaster budgets for 2015 – 2017 pertaining to road and bridge maintenance costs; and 2) predisaster road and bridge maintenance time sheets with descriptions of work performed at certain locations. The pre-disaster budgets provided include just the sections pertaining to road and bridge maintenance and do not indicate what percentage of the total budget the road and bridge funding represents. FEMA cannot rely on these records alone to establish the existence of a predisaster routine maintenance program.[7]
In contrast, the road and bridge timesheets for the Applicant’s personnel dated January 2016 through May 2017 (excluding January and February 2017), demonstrate routine predisaster maintenance activities. For instance, the timesheets include descriptions of work (e.g., “hauled gravel, slab work, pothole patch, graded, spread base, fixed holes washed out, checked roads, cleared trees, pour[ed] concrete”) performed on specific road and bridge sites. One such location was the road associated with Site 1. The Applicant recorded multiple instances of predisaster grading to County Road 603 from January through September 2016. This demonstrates the Applicant had a routine maintenance program in effect prior to the disaster; as such, the Applicant has established the damages and resulting work were the result of the disaster.
Environmental Compliance/705(c)
Under the PAPPG, Applicants must make every effort to afford FEMA the opportunity to perform EHP reviews prior to the start of construction for any permanent work project. Proceeding with such a project before FEMA completes EHP reviews jeopardizes FEMA funding.[8] In certain instances, though, FEMA may grant funding through EHP reviews conducted after construction has completed.[9]
Section 705(c) of the Robert T. Stafford Disaster Relief and Emergency Assistance Act (Stafford Act) bars FEMA from deobligating any payment to a State or local government if: (1) the payment was authorized by an approved agreement specifying the costs, (2) the costs were reasonable, and (3) the purpose of the grant was accomplished. FEMA issued FP 205-081-2, Stafford Act Section 705, Disaster Grant Closeout Procedures (FP 205-081-2), to establish the criteria necessary to implement the three conditions of section 705. For the third condition, FP 205-081-2 explains that the purpose of the grant is accomplished if the applicant completes the scope of work as described in the obligated PW and supporting documentation.[10] If all three conditions of section 705(c) are met, FEMA is prohibited from recouping grant funds even if it later determines that it made an error in determining eligibility.[11]
The first condition of section 705(c) is met as the Grantee has already drawn down the funds obligated for this project.[12] Regarding the second condition, nothing in the administrative record suggests the costs for the new culvert and associated work were unreasonable, especially considering the costs to restore the other five concrete slab sites funded in PW 750 to predisaster condition ranged from $3,442.43 to $16,410.61.
Finally, although the PW’s SOW said Site 1 would be “repaired,” FEMA finds the Applicant satisfied the third condition of section 705(c), notwithstanding the construction of the improved project. Here, FEMA approved the grant with full knowledge of the work completed. Three months before the grant’s obligation, FEMA field personnel completed physical inspections of Site 1, taking contemporaneous photographs of the concrete box culvert that had been installed in place of the predisaster concrete slab. FEMA personnel uploaded the reports and photographs to EMMIE on November 28, 2017, more than one month before the grant’s award. FEMA also issued the first REC (after the project was 100 percent complete) before project approval, confirming the completion of necessary environmental reviews. It is apparent therefore from the underlying documentation that FEMA knew the Applicant had already completed the improved project when FEMA conducted post-construction environmental reviews and subsequently approved the actual costs associated with that work.
The Applicant implicitly acknowledges the work done to Site 1 constituted an improved project by requesting only capped funding.[13] FEMA therefore erred when it awarded actual costs for Site 1 that far exceed the estimated predisaster restoration costs. However, as all three conditions of section 705(c) are satisfied, FEMA is prohibited from recouping the previously awarded $17,514.98 in actual costs.[14] Those costs (pursuant to the federal share allocation) will remain approved for the project.[15]
Conclusion
The first appeal satisfied the requirements of 44 C.F.R. § 206.206(a). In addition, the Applicant has demonstrated the damage and associated work to Site 1 were the direct result of the disaster. Further, although FEMA erred in awarding actual costs for the improved project even though the lesser amount was the estimated predisaster restoration costs, section 705(c) of the Stafford Act precludes deobligation of the previously awarded funding. This second appeal is granted. FEMA is prohibited from recouping the previously awarded $17,514.98.
[1] The other five sites documented in PW 750 were restored to predisaster condition.
[2] On August 2, 2018, FEMA transmitted a letter to the Grantee requesting that it remit the payment it previously drew down for Site 1 so that FEMA could proceed with a deobligation of those previously awarded costs.
[3] The Applicant broke down the costs as follows: (1) Labor - $1,400.00; (2) Materials - $1,894.08; and (3) Equipment - $2,300.00.
[4] A review demonstrates that FEMA obligated funding to this Applicant for disaster-related damages to 43 low water crossing sites (in addition to the 5 sites approved in PW 750 not on appeal), and at least 183 road sites.
[5] Title 44 Code of Federal Regulation (44 C.F.R.) § 206.223(a)(1) (2016).
[6] Public Assistance Program and Policy Guide, FP 104-009-2, Version 2, at 117 (Apr. 2017) [hereinafter PAPPG]; FEMA Second Appeal Analysis, Lowe Twp., FEMA-4230-DR-KS, at 4-6 (Feb. 1, 2018).
[7] See Lowe Twp., FEMA-4230-DR-KS, at 4 (FEMA relied on the Applicant’s budgets, which demonstrated that each year it allocated at least 40 percent of its total budget to its roads, to determine that the Applicant utilized an annual program of prioritized, routine predisaster road maintenance).
[8] PAPPG, at 87.
[9] FEMA Second Appeal Analysis, Long Beach Port Commission, FEMA-4081-DR-MS, at 5 (Apr. 5, 2017); FEMA Second Appeal Analysis, Rooks Cnty. Highway Dep’t., FEMA-1776-DR-KS, at 2-3 (Dec. 19, 2013).
[10] FP 205-081-2, Stafford Act Section 705, Disaster Grant Closeout Procedures, at 5 (Mar. 31, 2016). Conversely, if an applicant fails to comply with a post-award term or condition of the award, the third condition is not satisfied and Section 705(c) does not apply. FP 205-081-2, at 5.
[11] Id. at 4.
[12] Id. (payment has occurred when the grantee draws down funds obligated for the completion of the approved scope of work).
[13] 44 C.F.R. § 206.203(d)(1); PAPPG, at 109-110 (funding for improved projects is limited to the lesser of either the estimated predisaster restoration costs, or the actual costs of completing the improved project).
[14] FP 205-081-2, at 4 (section 705(c)’s prohibition applies even if FEMA later determines that it made an error in determining eligibility, regardless of whether the determination violated FEMA policy, regulations, or law).
[15] This does not include the cost associated with the H&H study as this was not raised on appeal and was not included in the original obligated funding.