Beaches – Sand Replacement – Direct Result of Disaster

Appeal Brief Appeal Letter Appeal Analysis

Appeal Brief

DisasterFEMA-4263
ApplicantGreater Lafourche Port Commission
Appeal TypeSecond
PA ID#ID 057-UPFLP-00
PW ID#PW 710
Date Signed2019-09-04T00:00:00

Summary Paragraph

According to the Greater Lafourche Port Commission (Applicant), severe storms and flooding from March to April 2016 eroded approximately one mile of sand on Fourchon Beach exposing erosion control structures to damage.  These structures include a geotube system partially funded by FEMA in prior disasters as an improved project and completed in 2013.  The Applicant requested $4,980,500 in Project Worksheet (PW) 710 to replace 149,350 cubic yards (CY) of displaced sand.  FEMA prepared PW 710 as a Category G project for an improved beach, but found the project ineligible because the Applicant did not demonstrate that the damage claimed was a direct result of the declared disaster or that it had an established maintenance program in place to periodically renourish the beach with imported sand.  On appeal, the Applicant presented photos and engineering drawings of the beach to demonstrate the pre-disaster condition and a 2016 monitoring report describing a one-time, partial renourishment of sand in 2015.  However, the Applicant could not demonstrate a longer-term maintenance program for the improved beach because the area was continuously hit by disasters in the preceding decade, disrupting maintenance efforts, and the beach was inaccessible for long periods after the geotube was completed.  The Region VI Regional Administrator (RA) denied the appeal on February 13, 2019, highlighting the Applicant’s concession that it did not have an established maintenance program for the beach and noting that the Applicant had not provided pre-and post-disaster documentation to substantiate the amount of sand lost as a direct-result of the disaster.  On second appeal, the Applicant and Grantee now state that FEMA incorrectly classified the project as an improved beach, when it was in fact a water control facility subject to different maintenance requirements.  FEMA is denying the appeal.  The Applicant has not demonstrated a maintenance program for Fourchon Beach and has not showed that the erosion of 149,350 CY was a direct result of the disaster. 

 

Authorities and Second Appeals

  • 44 C.F.R. §§ 206.201(c), 206.206, 206.223(a)(1), 206.226(j)(2).
  • PAPPG, at 19, 111, 120-21, 127-31.
  • Town of Sandwich, FEMA-4097-DR-MA; Cty. of Los Angeles, FEMA-1577-DR-CA.

 

Headnotes

  • To be eligible for sand replacement on beaches, the Applicant must establish and adhere to a maintenance program to periodically renourish sand to preserve the beach’s original design.  Emergency, “one-time,” or partial renourishment does not meet this requirement.
    • The Applicant cites to a one-time, partial renourishment of sand, but is otherwise unable to demonstrate an established and adhered to maintenance program of periodic renourishment. 
  • Sand replacement required as a result of pre-disaster erosion is not eligible for PA funding.  FEMA uses pre- and post-storm profiles, design documents, and renourishment history to estimate the amount of sand lost as a result of the incident.  FEMA may be unable to determine this amount if there are large gaps between renourishment projects or a lack of detailed monitoring records.
    • The Applicant did not present detailed monitoring records, renourishment history, or pre- and post-disaster profiles to allow FEMA to estimate the amount of sand lost due to the disaster.

 

Conclusion 

Because the Applicant is requesting PA for sand replacement on Fourchon Beach, it must demonstrate an established maintenance program for that beach and provide documentation to estimate the amount of sand lost as a direct result of the disaster.  The Applicant has not met these requirements, and therefore the second appeal is denied.

 

Appeal Letter

James Waskom

Director

Governor’s Office of Homeland Security and Emergency Preparedness

7667 Independence Boulevard

Baton Rouge, LA 70806

 

Re:  Second Appeal–Greater Lafourche Port Commission, PA ID 057-UPFLP-00,

FEMA-4263-DR-LA, Project Worksheet (PW) 710 – Beaches – Sand Replacement – Direct Result of Disaster

 

Dear Mr. Waskom:

 

This is in response to a letter from your office dated June 4, 2019, which transmitted the referenced second appeal on behalf of the Greater Lafourche Port Commission (Applicant).  The Applicant is appealing the Department of Homeland Security’s Federal Emergency Management Agency’s decision to deny funding for the replacement of sand on Fourchon Beach (PW 710).

 

As explained in the enclosed analysis, the Applicant did not demonstrate an established maintenance program for Fourchon Beach and did not show the beach erosion was a direct result of the disaster.  Accordingly, the appeal is denied.

 

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:  George A. Robinson  

Regional Administrator

FEMA Region VI

 

Appeal Analysis

Background

 

From 2002 to 2012, Fourchon Beach in Lafourche Parish, Louisiana, was repeatedly impacted by at least six named storms.[1]  Cumulatively, these disasters displaced more than 100,000 cubic yards (CY) of sand and damaged an erosion control structure built in 1985 to protect Port Fourchon property and significant oil and gas infrastructure.  The erosion control structure consisted of stacked layers of concrete grout filled sacks called boudin bags, constructed along 5,000 feet of the shoreline as a protective barrier. 

 

In October 2013, the Greater Lafourche Port Commission (Applicant) completed an improved project partially funded through FEMA Public Assistance (PA) in multiple Project Worksheets (PWs).[2]  Those PWs were originally written to replace eroded sand and repair the damaged boudin bags as a result of the multiple disasters.  For the improved project, instead of repairing the boudin bags, the Applicant constructed a geotube system consisting of geosynthetic mesh containers to prevent erosion.  As part of the project, the Applicant also replaced 144,060 CY of sand, with at least 5,629 CY used to fill and protect the geotubes themselves.[3]  In March of 2015, a separate beach owner placed 1,416 CY of additional sand on top of an 840 linear foot section of the area to help protect the beach’s shoreline and dune.

 

According to the Applicant, from March to April 2016, storms and flooding once again eroded approximately one mile of the beach, exposing the geotubes and boudin bags to the potential for further damage.  FEMA prepared PW 710 to document the Applicant’s request to replace 149,350 CY of sand at a cost of $4,980,500.00.  However, in a determination memo dated January 10, 2017, FEMA found the project ineligible because the Applicant did not demonstrate that the damage claimed was a direct result of the declared disaster or that it had an established maintenance program in place to periodically renourish the beach with imported sand.  FEMA explained that it did not find that weather conditions were severe enough to cause the claimed damage or that the Applicant had adequately demonstrated the pre-disaster condition of the beach through its submitted photos.

 

First Appeal

 

On March 21, 2017, the Applicant filed its first appeal.[4]  The Applicant provided weather data, documentation of damages from a neighboring parish, pre-and post-disaster photos, and “as built” engineering drawings of the beach upon the completion of the geotube project in order to support a finding of disaster-related damage.  In response to FEMA’s findings regarding the maintenance of its beach, the Applicant cited to the one-time replacement of 1,416 CY of sand in 2015 in response to sand loss, and vegetative planting that would hold sand in place and make renourishment less necessary going forward.  However, the Applicant could not demonstrate a longer-term past maintenance program, because the area was continuously hit by disasters in the preceding decade, making beach maintenance impractical during that period.  The Applicant also represents that the beach was inaccessible for long periods after the completed geotube project due to circumstances beyond its control, also making maintenance difficult.

 

On May 19, 2017, the Louisiana Governor’s Office of Homeland Security and Emergency Preparedness (Grantee) transmitted the Applicant’s first appeal with a letter of support.  The Grantee highlighted language in FEMA policy permitting the use of design documents and renourishment history to estimate sand loss.  The Grantee then proposed that FEMA use the design documents from the geotube project to estimate the amount of sand subsequently lost.

 

In early 2018, FEMA sent a request for information and conducted a facilitated telephone discussion based on concerns about the Applicant’s legal responsibility and authority over the beach, and the possible duplication of benefits received and potentially still available from the Department of Interior.  FEMA also requested a copy of the Applicant’s Fiscal Year 2017 and 2018 budgets.  The Applicant provided additional documentation to address FEMA’s concerns. 

 

On February 13, 2019, FEMA’s Region VI Regional Administrator (RA) upheld FEMA’s initial determination in a first appeal decision.  The RA highlighted the Applicant’s concession that repeated disaster damage prevented it from establishing a long-term maintenance program for the beach and concluded that this made the project ineligible.  The RA also found that the Applicant had not demonstrated that the work in question is required as a direct result of the disaster.  The RA specifically noted that the 2013 geotube project involved the placement of 144,060 CY of sand, but that the Applicant’s current request exceeds that quantity by more than 5,000 CY.  The RA also found that the Applicant had not provided documentation such as pre-and post-disaster profiles to support a determination on the amount of sand lost, if any, as a result of the disaster.

 

Second Appeal

 

On April 12, 2019, the Applicant filed its second appeal, reiterating its first appeal arguments about disaster-related damage.  In addition, the Applicant states that this project should not be subject to eligibility requirements regarding maintenance of improved beaches, because the sand is not intended for a beach.  Instead, the sand requested is meant to secure the geotubes and protect them from ultraviolet rays.

 

In its letter of support dated June 4, 2019, the Grantee states that PW 710 was incorrectly classified as a “Category G” project.  In FEMA’s policy, “Category G” incorporates eligibility and maintenance requirements for improved beaches from FEMA regulations.  The Grantee states the PW should instead be categorized as a water control facility, which falls under “Category D” in FEMA policy and is subject to different maintenance requirements.  The Grantee further states that the Applicant provided sufficient documentation to demonstrate disaster-related damage, including pre- and post-disaster photos, and that there are no maintenances issues that would prevent a disaster-related finding once the PW is appropriately re-categorized.

 

Discussion

 

Beaches/Sand Replacement

 

A natural feature is an eligible facility under the Public Assistance program only if it is improved and maintained on a regular schedule to ensure the improvement performs as designed.[5]  The replacement of sand is only eligible on improved beaches if the Applicant has established and adhered to a maintenance program involving periodic renourishment with imported sand to preserve the original design.[6]  Emergency, one-time, or partial renourishment does not meet this requirement.[7]

 

Because the Applicant requested funding for sand replacement on Fourchon Beach, FEMA applied the eligibility requirements for sand replacement on beaches.  This decision was reasonable and consistent with FEMA policy.  Although the geotubes themselves may have been manufactured for erosion prevention, the surrounding sand on Fourchon Beach was a natural feature requiring periodic renourishment to preserve its design.  The Applicant concedes that extenuating circumstances made it nearly impossible to accomplish this, both before and after the completion of the geotube project.[8]  Thus, the only evidence of periodic renourishment that the Applicant cites in its appeal is a separate beach owner’s one-time replacement of 1,416 CY of sand on top of an 840 linear foot section of the beach in 2015.[9]  This one-time, partial renourishment does not meet FEMA’s maintenance requirements.  Therefore, the Applicant has not adequately maintained this improved natural feature.

 

Additionally, whether or not the PW is classified under Category D based on the purpose of the geotubes, the Applicant is requesting funding for sand replacement.  As such, the Applicant must demonstrate the beach was properly maintained.  The Applicant would be asked to provide documentation demonstrating regular maintenance for any other improved natural feature or Category D project where sand replacement is requested.[10]  The Applicant has not provided such documentation and the project’s categorization does not change the result on appeal.

 

 

 

 

 

Direct Result of Disaster

 

FEMA will not provide funding for damage caused by deterioration or deferred maintenance, rather than as a direct result of the disaster.[11]  Thus, replacing sand that eroded prior to the incident is not eligible.[12]  FEMA uses pre- and post-storm profiles, design documents, and renourishment history to estimate the amount of sand lost as a result of the incident.[13]  FEMA may be unable to determine this amount if there are large gaps between renourishment projects or a lack of detailed monitoring records.[14]

 

Although engineering designs for the geotube project show detailed surveys of the beach grade from 2012 and document 144,060 CY of sand replacement in 2013, the Applicant did not provide evidence documenting the condition of the beach in any detail following the completion of that project, either before or after the disaster.  The Applicant’s 2015 and 2016 monitoring reports showed photos of the beach and discussed vegetative planting progress but contained limited information about the condition of the beach.  Separate pre- and post-disaster photos showing small portions of the beach were similarly lacking.  And, as discussed, there is minimal renourishment history from which FEMA can determine the predisaster condition of the beach.

 

This documentation was particularly necessary because FEMA did not find weather conditions for this flooding event to be severe enough to erode 149,350 CY of sand.  This amount exceeded the 144,060 CY applied in the 2013 geotube project, which restored sand eroded as a result of multiple major hurricanes over an extended period.  Despite the weather data submitted on appeal, the Region’s conclusions are reasonable.  Therefore, the Applicant has not demonstrated the amount of sand replacement required as a direct result of the disaster.

 

Conclusion

 

Because the Applicant is requesting PA funding for sand replacement on Fourchon Beach, it must demonstrate an established maintenance program for that beach and provide documentation to estimate the amount of sand lost as a direct result of the disaster.  The Applicant has not met these requirements, therefore the second appeal is denied.

 

[1] These disasters include Hurricanes Lili (2002), Katrina (2005), Gustav (2008), and Ike (2008); Tropical Storm Lee (2011); and Hurricane Isaac (2012).

[2] The Grantee asserts on second appeal that approximately $4.4 million in FEMA funding for the project was spread across PW 7475 (DR-1603), PW 1147 (DR-1792), and PW 1504 (DR-1792).  Closeout documentation from the Applicant also confirms that funding from PW 33 (DR-4041) for sand replacement was applied toward the project.

[3] Greater Lafourche Port Commission (GLPC), Fourchon Beach Rehabilitation Project Phase I: As Built, at 2 (Feb. 18, 2014) (design drawings); see also GLPC, Beach and Dune Restoration Monitoring Report # 2, at 2 (June 16, 2016) [hereinafter 2016 Monitoring Report] (describing “the application of approximately 152,000 cubic feet [or 5,629 CY] of sand to fill a 30’ circumference geotube and place sand on top of and at the base of the geotubes.”).

[4] Letter from Exec. Dir., GLPC, to Dep’y Dir., La. Governor’s Off. of Homeland Sec. and Emergency Preparedness (Mar. 21, 2017) [hereinafter Applicant’s First Appeal].

[5] Title 44 Code of Federal Regulations (44 C.F.R.) § 206.201(c) (2015); FEMA Public Assistance Program and Policy Guide, FP 104-009-2, at 14-15 (Jan. 2016).

[6] 44 C.F.R. § 206.226(j)(2)(ii).

[7] PAPPG, at 120-21.

[8] Applicant’s First Appeal, at 2 (stating “there was never a period greater than 3 years between major disasters causing damage to the project area and requiring new design work, making it nearly impossible to ‘maintain’ according to FEMA’s guidelines”).

[9] Id., at 3-4 (citing 2016 Monitoring Report, at 3).

[10] PAPPG, at 14-15, 111.

[11] PAPPG, at 19.

[12] Id., at 121.

[13] Id.

[14] FEMA Second Appeal, Cty. of Los Angeles, FEMA-1577-DR-CA, at 2-3 (May 19, 2009); see also FEMA Second Appeal, Town of Sandwich, FEMA-4097, DR-MA, at 5 (Jan. 27, 2017) (finding detailed pre- and post-disaster engineering surveys deficient when they did not account for non-disaster related erosion).

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