Loading...
HomeMy WebLinkAbout2000-337KState of Florida /�'- o - ' 14 ]Hazard Mitigation Grant Program Application for Shelter Retrorit Projects Deparlment of'Community Affairs Division of Emergency Management Bureau of Recovery & Mitigation (850) 410-3159 Ell 40 C-1 STATE OF FLORIDA HAZARD MITIGATION GRANT PROGRAM (HMGP) FLOOD MITIGATION ASSISTANCE (FMA) Application FOR STATE USE FEMA- -DR-FL D Standard HMGP R 5% Initiative Application D Application Complete 0 Standard FMA Q Initial Submission or ❑ Rosubmisslon Support Documents Eligible Applicant Project Type(s) * Conforms with State 409 Plan 0 State or Local Government ❑ Wind ❑ In Declared Area D Privato Non -Profit (Tax ID Received) ❑ Flood ci Statewide ORecognized Indian Tribe or Tribal Organization ❑ Other Community NFIP Status: (checkolhalawy) 0 Participating Community lD 9: • In Good Standing 0 Non -Participating State Application ID Slate Reviewer _ Reviewer Phone �t 17 CRS Reviewer Fax fi Revlewor Email: Date Application Received Date: This application is for all Federal Emergency Management Agency (FEMA Region IV) Hazard Mitigation Grant Program (HMGP) and Flood Mitigation Assistance (FMA) proposals. Please complete ALL sections and provide the documents requested. if you require technical assistance with this application. please contact your State Emergency Management Division at (850) 922-5259. Page 2 of 15 C-1 i A. To Fit] Out This Application: complete all sections which correspond with ilia type of proposed project Gan oral Application Sec Flo ns: pp.1-6: All Applicants must complete these sections Environmental Review: pp. 7-10: All Applicants must complete these sections Main Conan coAgreement: p. 11: Anyappl[cat cns involving public property, public ownership, or management of property Acquisition Workshoot: pp.12-14: Acquisition Projects only -- one worksheet per structure Elevation Worksheet: pp.15-19: Elevation Projects only -- one worksheet per structure Drainage Worksheot: p. 20: Drainage Projects only Wind Retrofit Worksheet: pp. 21-22: Wind retrofit projects only (HMGP only) -- one worksheet per structure Attachment A: FEMA Form 90.49 (Request for Public Assistance): AIF Applicants must complete, if applicable. Attachment ik HMGPIFMA Application Completeness Checklist: All applicants are recommended to complete this checklist B. Applicant Information FEMA-1340-DR-IcL Disaster name: lfrrrritame Flo Title/ Brief Descriptive Project Summary: Shelter retrofits to increase the enunty's shelter capacjty. 1.Applicant (Organization): Indian River County fie arlment of Emergency Services 2. Applicant Type: " State or Local Government ❑ Recognized Native American Tribe ❑ Private Non -Profit 3. County: Indian River 4. State Legislative districts): 80 Congressional District(s); 15 5. f=ederal Tax I.D. Number: 59-6000674 6. FtPSCode: 061-9906100 7. National Flood Insurance Program (NFIP) Community Identification Number (this number can be obtained from the FIRM reap for your area): 120119 8, NFIP Community Rating System Class Number: 7 9. Attach proof of current Flood Insurance Policy (FMA only). Flood Insurance Policy Number.. NIA 10, Point of Contact ❑Ms. NMr. ❑Mrs. First Name: Nathan Last Name: McCollum Title: Emergency Management Coordinator Street Address: 1840 2V Street City: Vero Beach State: Florida Zip Code: 32.960 Telephone: 561 567-8000 Ext. 289 Fax: {561) 770-5017 Email Address (if available): irgesnat(dsunet net 11. Application Prepared by: ❑Ms. ®Mr. ❑Mrs. First Name: Nathan Last Name: McCollum Title: Emergency Mananement Coordinator Telephone: (5611667-8000, _Ext. 289 Fax: (561) 770-5017 12. Authorized Applicant Agent (proof of authorization authority required) uMs. ®Mr. ❑Mrs. First Name: Douglas__ Last Name: Wright Title: Director Telephone: (561) 567-8000, Ext. 225) _ Fax: (561) 770-5017 _ Street Address: 1840 2Vh Street City: Ver Beach St e: Florida Zip Code: 32960 Signature .tit - Date /L - 13. L 13. Ali proposed projects should be included in the county's Local Mitigation Strategy (LMS), please attach a letter of endorsement for the project from the county's Local Mitigation Strategy Coordinator_ (See endorsement attached). Page 3 of IS e C1 Section I. History of Hazards j Damages in the Area to be Protected A. Overview of Past Damages Describe allpast damages from hazardous events in the project area (include name of storm, if applicable), including direct and indirect casts. Include Presidentially declared disasters as well as events that did not result in a Presidential declaration. Attach any supporting documents. Direct costs should include damages to structures and infrastructure in the project area as a result of the hazard. Indirect casts should include the cost to the local government to respond to victims of the hazard in the project area, any interruption to local businesses, and losses of public services (3 examples are provided for your reference). Date Frequency of Event Damages M Indirect costs (describe) 9113199 Hurricane Floyd $950,000 in county damage $69,000 for evacuations and emergency Preparations (10 year event) 10114!99 Hurricane Irene $250,000 in county damage -0- (5-year event) Section II. Project Description A. Hazards to be Mitigated 1 Level of Protection 1. Select the type of hazards the proposed project will mitigate: o Flood 0 Wind 13 Storm surge ❑ Other (list)_ 2. Identify the type ofproposed project: ❑ Elevation and retrofitting of residential or non-residential structure C) Acquisition and relocation ❑ Acquisition and demolition ® Wind retrofit © Minor drainage project that reduces localized flooding O Other (please explain) _^ 3. List the total number of persons that will be protected by the proposed project:_ 5,000 _ 4. Fill in the level of protection and the magnitude of event the proposed project will mitigate. (e.g. 23 structures protected against the 100 -year (1%) flood) structures protected against the -year Flood (to, i5, 50, 100, or 50o year) 1 structures protected against l45 toile per hour (mph) winds 5. Engineered projects only (e.g, Drainage Improvements), include (atlach to this page) ALL engineering calculations and design plans used to determine the above level of protection. 6. 'Project will provide protection against the hazards) above for 50 years (i.e., what is the userul life of tire project). Page 4 of 15 U. Project Description, Scope of Work, and Protection Provided Describe, in detail, the existing problem, the proposed project, and the scope of work. lixplain how the proposed project will sollie the problem(s) and provide the level(s) of protection described in Part A. Please attach a vendor's estimate and/or a contractor's hid for the scope of work. The County is currently experiencing a severe deficit of safe shelter spaces for our residents seeking shelter from hurricane events. The safe shelter spaces that currently exist only provide protection for wind speeds of up to 60 m.p.h. Retrofitting existing public shelters with a hardened window protection will reduce that shelter deficit and provide a safe haven for our evacuees for wind events of up to 145 m.p.h. Section III. Project Location (Fully describe the location elf the proposed project.) A. Site 1. Describe the physical location of this project, including street numbers (or neighborhoods) and zip codes; and if' available, please provide precise longitude and latitude coordinates for the site utilizing a hand-held global positioning system (GPS) unit or the equivalent. Pelican Island Elementary School 1355 Schumann Drive Sebastian, Fl, 27° 44'46111080' 27'50" 2. Is the project site seaward of the Coastal Construction Control Line (CCCL)? 0 YES 0 NO 3. Provide the number of each structure type (listed below) in the project area that will be affected by the project. That is, all structures in project area. residential property businesses I commercial property public buildings X schools I hospitals 1 houses of worship other B. Flood Insurance Rate Map (FIRM) showing Project Site ® Attach a copy of the FIRM map. a copy of the panel information from the FIRM, and, if available, the Floodway Map. FIRM maps are required for this application (if publlshed far your area). Also, aft attached maps must have the project site and structures clearly marked on the map. F1RMs arc typically available from your local floodplain administrator who may be located in a planning, zoning, or engineering office. Maps can also be ordered from the Map Service Center at 1-800-358-9616. For inure information about FIRMs, contact your local agencies or visit the FIRM site on the FEMA Web -page at hit p_1/wwry,fenta.govfhoinefMSClitardcop .ly. ttni Using the FIRM, determine the flood zone(s) of the project site (Check all zones in the project area). (see FIRM legend for flood zone explanations) ❑ VEorV 1-30 Cl AEorA 1.30 G AO or AH ❑ A (no base flood elevation given) O A or X (shaded) 0 C or X (unshaded) © Floodway 0 Coastal Barrier Resource Act (Cf3RA) "Lone (Federal regulations strictly limit Federal funding for projects in this Zone; please coordinate with your state agency before submitting an application for a C13RA Lotti project) 11 11 the FIRM Map for your area is not published, please attach a copy of the Flood hazard Boundary Map (171 IBM) for your area, with the project site and structures dearly marked on the map Page 5 of 15 • 1 40 C. City or County Map with Project Site and Photographs • Attach a copy of a city or county wale map (large enough to show tine entire project area) with the project site and structures marked on the map. • Attach a USGS 1:24,000 topo trap with project site clearly marked on the map. q For acquisition or elevation projects, include copy of Parcel Map (Tax Map, property Identification Map, etc.) showing cacti property to be acquired. `Clic map should include the Tax iD numbers for each parcel, if possible. Attach photographs (2 copies each) for cacti project site. The photographs should be representative of the project area, including any relevant streams, creeks, rivers, etc. and drainage areas which affect the project site or will be affected by the project. Section IV. Budget/Costs In this section, provide details of all the estimated costs of the project. As this information is used for the Benefit -Cost Analysis, reasonable cost estimates are essential. Since project administrative costs are calculated on a sliding scale, do not include them in tate budget. Also, do not include contingency casts in the budget. A. Materials Item Dimension Quantif Coster Unit Cast SEE BELOW B. Labor (Include equipment costs -- please indicate all "soft" or in-kind matches) D@.:Cr%l7ti077 hours Rate Cost SEE BELOW C. Fees Paid Include any other costs associated with the project. Description of nsk Hours Rate Cost N/A Total Estimated Project Cost $ G1.G00* *The estimated cost of this project includes all labor and materials based on an estimate provided by a, professional and licensed project contractor. Estimates were not detailed with materials and labor, as is customary with projects or this type. Page 6 of 15 D. Brading Sources (round figures to the nearest dollar) The marimum RUM shorefor HUG111rXIA Projects is 75%. The other 25% can be made up of State and Local funds as well as in- land services. Moreover, the FMA program requires that the maximum in-kind match be no more than 12.5°% of the total project costs. HMGP/FMA funds may be packaged with other Federal funds, but other federal funds (except for Federal funds which lose their Federal identity at the State level — such as CDBG, ARS, HOME) may not be used for the State or Local match. Estimated f'F_hiA Share $4 2{36.00 75°% of Total (maximum of 75"% Non -Federal Share Estimated Local Share Estimated State Share $ -0- $ 15.400.00 O/o of Total (Cash) % of Total (ht -kind) 2$% of `i'olal (Cash) °/a of Total (in-kind) Other Agency Share $ -0- e% of Total (identify other Non-federal Agency NIA Totat Funding sources frons above $61,600.00 _ 100 Total % (should equal 100%) Other Non -FEMA Federal Funds 5 N/A (Do not include in total) (Identify Other Federal Agency NIA- El. IA L. Project Milestones List the major milestones in this project by providing an estimated time -line for the critical activities. Milestone Number of Dans to Complete je.g., oCFMlitiun of G struclutesand removal ordebrisH days) Provide adequate window protection for public wind shelter. 7 -hays following award of contract Page 7 of 15 • 40 Section V. Envirunniental ILeview (NOTE: This application cannot be processed ifthis section is not completed.) Because the HMGPIrMA are federally funded programs, all projects are required, to undergo an environmental review as part of tine grant applications process. Moreover, all projects must comply with die National I?nvironmentat Policy Act (NGPA) and associated Federal, State, Tribal, and Ixcal statutes to obtain funding. NO WORK can he done prior to the NEPA review process. If work is done on your proposed project before the NEPA review Is completed, it will NOT be eligible for Fcderal funding. A. National Environmental Policy Act (NEPA) Documents Allprojecis mist haveadequate NEPA documentation dw enables rhe FEMA Regional Environmental Officerto determine ifahe proposed project complies ivith NEPA and associated statutes, The FEMA M{Ngation Division Environmental Specialists provide comprehensive NEPA technical assistance for Stares and Applicants, ivith their consent, to complete the NEPA review. The type and quantify of NEPA documents required to make this determination varies depending upon the project's size, location, and complexity. However, at a minimum, please provide the applicable documentation from this section to facilitate the NEPA compliance process. Tf your project fits Info one of the descriptions listed beta development of mitigation plans; inspection and monitoring activities, studies involving only staff time and, funding; training activities using existing facilities; please include the foliaiving required NEPA documentation. [] Detailed project description, scope of work, and budgettcosts (Section 11(p. 3) and Section IV (p. 4)) For all other projects, attachlinclnde the following NEPA documenls/informatlon. Cl Detailed project description, scope of work, and budget/costs (Section II (p. 3) and Section. IV (p. S) of this application) U Project area maps (Section Ill, part A & B of this application (p. 4)). ClProject area/structure photographs (Section 111, part C of this application (p. 4)). 0 Project alternatives descriptionand impacts (part B of this section of the application (pp. 7-9)). ❑ A letter from the State I iistoric Preservation Officer (Sl -1P0) regarding cultural resources (archeological and historic) in the project area (iNOTE : Please inform Nie Slipo if it structure to he altered is over SU years air/.) 0 Provideaityapplicable iitformat ionordactimemationreferencedonthe ""dnformmionand Documentation Needs byProject Type" chart (page 10 of this application) B. Alternative Actions "Che NEPA process requires that at least two alternative actions be considered that address the same problemlissue as the proposed project. In this section, list two feasible alternative projects to mitigate the hazards faced in the project area. One alternative is the "No Action Allcrtiative. " 1. No Action Alternative Discuss the impacts on the project area if no action is taken: If no action is taken, there will be a continued publicsafety threat to the citizens of Indian Rivet -County due to [lie current deficit of "safe" shelter space. Page 8 of 15 '17iis could trc an entirely different mitigation method or a significant t. Complete all of starts a -c (below) and include engineering details (if a. Project Description for the Alternative Describe, in detail, the alternative project. Also provide protection from the hazard(s). Project Location of the Alternative (describe briefly) Attach a neap or diagram showing the alternative site in relation to the proposed project site Photographs (2 copies) of alternative site 40 ["`A B. Alternative Actions (continued) d. limpacts of Alternative Project Below, discuss the impact of this alternative on the project area. Include comments on these issues as appropriate; Nivironmental Justice, Endangered Species, Wetlands, hydrology (Upstream and Downstream surface water Impacts), Floodplain/ Floodway, Historic Preservalion and hazardous Materials. e. Fstimated Budget/Costs for Alternative Project In this section, provide details of all the estimated costs of the altemative project (round figures to the nearest dollar). 1. Materials Item Myne Quanti Cosa per Unit Cost x. Labor (Include equipment costs --please indicate all "soft" or in-kind matches) Descrrnrion &UM Rrrae Cos 3. Fees Paid Include any other costs associated with the project. p-crintian of Task /fours Rare Cosa T0121 F.Stimaled Project Cost S -o- Page 10 of 15 �yUd G�si« a. w � c 4M = -Section VI. Maintenance Agreement All applicants whose proposed project involves the retrofit or snodflcalian of existing public property or whose proposed project would result in the public ownership or atana ement of property, structures, or facilities, mustst sign the following agreement prior (osubmitting their applicatlon to MMA. (NOTE: Those applicants whose prosect only involves the retrofitting, elevation, or other modification to private property where the ownersl+lp will remain private after project completion DO NOT have to complete this form.) The County of Indian River, State of Florida, hereby agrees that if it receives any Federal aid as a result of the attached project application, it will accept responsibility, at its own expense irnecessary, for the routine maintenance of any real property, structures, or facilities acquired or constructed as a result of such Federal aid. Routine maintenance shall include, but not be limited to, such responsibilities as keeping vacant land clear of debris, garbage, and vermin; keeping stream channels, culverts, and storm drains clear of obstructions end debris; and keeping detention ponds free of debris, trees, and woody growth. The purpose of this agreement is to make clear the 5ubgrantec's maintenance responsibilities following project award and to show the Subgranice's acceptance of these responsibilities. It docs not replace, supercede, or add to any other maintenance responsibilities imposed by Federal law or regulation and which are in force on the date of project award. Signed by Fran B. Adams the duly authorized representative (printed of typed name of signing official) Chain2erson, Hoard of County Commissioners (N11e) this 7'' (day) of November (mon(h), 2000 (year). Signature* \: T - v t<! IF— A Benefit -Cost Worksheet for Shelter Retrofit Projects (This Section MUST Be Completed) Page 13 of 15 CI Hsrard 1ltirlgation Grant Program Shelter Projects Only Renetit Cost Data Collection form A. Project Information Complete A separate worksheet is required for each structure ✓ yes no Photographs of all elements of the building to be retrofitted yes ✓ no Engineer's certification for level of protection proposed T yes J no Attach completed LRDNI 'cable and Survey Checklist ,/ ycs no B. Building Data Select Building Type (Before Mitigation) Lightly Engineered Fully Engineered J Building Site (Miles Inland) 4 Number of Stories above Grade 1 Construction Date 1981 Historic Building Controls Disaster Number FEMA -1300 -DR -FL C. Building Size and Use Describe the normal day-to-day function of the facility: Public Education Total floor area 04.887" (sf) Area occupied by owner or PubliclNon-profit Agenctes - 64.887 (sf) For the following, enter the square feet for the applicable Building Existing (SF) Area to be used Proposed (SF) Critical Facility 0 J 1,800 4,560 Host Shelter 4„560 Hurricane Evacuation Shelter (HES) 0 1,800 Primary Host Shelter 0 1,800 Recovery Shelter _ 4,860 4,660 Refuge 0 1,800 Risk Shelter - 0 1,800 Secondary Host Shelter N/A NIA Other (attach explanation) D. Building Value Building Replacement Value $1 million Page 14 of 15 E. Building Contents Contents description: Educational materials Total Value of Contents: Fair market value F. Value of Public Non -Profit Service dotes and Additional Information: Page 15 of 15 Existing Proposed Description of Services Provided Public Education Public EducatonlSafe Shelter Space for the Public Nurno er of Persons Served by Facility 812 90 or Capacity Average Cost to Operate Facility NIA N/A ($/day) — Post -Disaster Continuity Premium N/A N/A ($/day) G. Mitigation Project Data Project Description : Placement of window shutters in order to elim'snate or sign's_ficantl�reduce- the deficit of "safe" shelters ace in Indian River County. Project Useful Life (Years): 50 Mitigation Project Costs: 61,6 Base Year of Costs;�6$ 1,600 Annual Maintenance Costs ($/year) -0- dotes and Additional Information: Page 15 of 15 �. Indian River County. y Board of County Commissioners 1M c¢�+�`� Department of Emergency Services `^�� 1640 25th Street, Vero Beach, Florida 32960 September 25, 2000 Hank Erikson Florida Department of Community Affairs Division of Emergency Management 2555 Shumard Oak Boulevard Tallahassee, FL 32399-2100 RE: LMS ENDORSEMENT Will SHELTER RETROFIT PROJECTS Dear Mr. Erikson: As Chairman of the Indian River County Local Mitigation Strategy Working Group, I would like to offer my support to the submission of Hazard Mitigation Grant Program Applications for Shelter Retrofit Projects for Indian River County. As a result of implementing an approved project prioritization methodology, a list of ranked projects was generated and approved by the Indian River County LMS Working Group at its August 18, 1999 meeting. The LMS was formally adopted by Resolution of the Board of County Commissioners on November 16, 1999. One of the approved projects was to seek funding for retrofits to the county's public schools, which serve as public shelters, to reduce vulnerability to winds and flood damage, thereby reducing the county's safe shelter deficit. If you have any questions, please don't hesitate to call me Sincerely, I Douglas igitt, Director Chairman, LMS Working Group cc: Nathan McCollum, Emergency Management Coordinator Division of Division of Division of Division orf Emo`tigency Medical Animal Control circ Saery M emergency Man3gWT01 sere cc% 567.8000 562-2026 567.6000 567-6004 1.1.446 E%1.444 Ext. 217 StJNCOM 124-1444 FAX (S61) 567.4313 4D 40 C-1 NI r L im, LL Q C) C) IT L-2. 0 'N cu ui CU cu 4 im, LL Q C) C) IT L-2. 0 'N 40 • 40 431nel FINAL REPORT EKE, ' i11VE SUI'yIMARY_ SHELTER EVALUATIONS for THE STATE OF FLORIDA ID No.: 209 Survey Date: December 8, 1998 Facility Name. Pelican Island Elementary School (2 classroom buildings) Address: 1355 Schumann Drive, Sebastian, Florida, 32958 Coordinates: Lafintdce: N2714546" Longitude: W 80°27'50" Discussion: Pelican island Elementary School is located on Schumann Drive in Sebstian approximately .25 miles west of U.S.I . Under the direction of Indian 'Diver Department of Emergency Management, 2 classroom buildings were evaluated as possible hurricane evacuation shelters. Flood and Hazmat Considerations: A site plan showing existing elevations was not available but the campus is located in a Zone W area according to Flood Insurance Rate Map, panel 87 of 169, Map No.12061CO087 E, with an effective date of May 4, 1999. Evidence of flooding or ponding was not apparent. The HES building is within the Vulnerability Zone of two Section 302 facilities that have a low release potential in a hurricane event. Information was provided by local emetgency management that the chemical chlorine was present in these facilities. The munpus is not located within a ten mile Emergency Planning Zone of a nuclear facility 40 E71 Wind and Wind -Related Considerations: Wind hazard types taken into consideration during site inspection include lay -down hazards, roll-over hazards and debris hazards. Hazards in the form of 5 portable classrooms, unsecured metal bleachers and wooden picnic tables were noted on the north side of the structure. Unsecured playground equipment was evident on die south and east portion of the campus. Souther exposure is comprised of heavily wooded fiat topography with a large open held and retention pond between facility and residential area. Northern and western exposure is mostly residential and flat as well being heavily wooded. The eastern exposure is flat and heavily wooded. 'There is limited exposure to large and small wind-borne debris within 300 feet of the facility. The building was designed in 1984 and has no obvious wind design flaws with the exception of lightweight metal open walkways between structures. Building Characteristics:. A partial set of structural and architectural plans for this facility was provided for evaluation. A clearly defined continuous load path from foundation to roof is present. Upon site inspection and review of structural plans it was evident brat the buildings' exterior walls are constructed of fully reinforced masonry and have no sofispot areas. The plans called for an 8" CMU with a 4" brick veneer wall construction. 5" pipe columns (standard weight) were employed extending from the concrete, steel reinforced footers to top of walls. 36" steel truss girders (48" c/c) are attached to bearing points with two 114" full development fillet welds. The roof is flat with a 3' overhang and decked with standard corrugated metal decking, 4" lightweight concrete, and a modified bitumen roof covering. Roof design load (dead load plus live load) is calculated to be 52 lbs. per square foot. No evidence of ponding or degradation was present on the roof. All drains were clear and free of debris. Windows, of an unknown glass type, comprised less than 7% of total exterior wall space. No shuttering/protective system was in place for either windows or exterior doors. The stringency ranking of the model building code used during the year of the buildings design (198 1) according to the State of Florida Hurricane Shelter Evaluation Guidelines is a 2 on a scale of 0-4, the most stringent being 4. The building was in good condition with no visible signs of damage. Life Safety/Emcrgency Power: At the time of survey, the building conformed to fire codes. There was an emergency power supply generator on site which powers exit lights, freezers and emergency lighting. Conclusions: When analyzed using the criteria outlined in [lie ARC 4496 [.cast -Risk Decision Making Guideline Compliance Summary, Pelican island Elementary School was found to have characteristics which fall at) under the categories of preferred, marginal and non-compliant. Preferred characteristics of this facility include: • The building and its access road are located outside the Category 5 storm surge innundation. The building and its access road are located outside the 500 -year floodplain (Zone X). • A clearly defined, continuous loadpath from roof to foundation is present. • The building is in good condition wide no apparent signs of deterioration. The buildings' exterior walls are constructed of fully reinforced masonry. • No evidence of degradation is present on roof. • An Emergency Standby Power Generator exists on site. Marginal characteristics of this facility include: • There is limited exposure to large and small wind-borne debris. • The building has a flat, lightweight roof system. • The building is within the Vulnerability Zone of two Section 302 facilities with low release potential. Non-compliant characteristic of this facility include: • The building has unprotected windows and doors that lead into shelter areas. Retrofit Recommendation: Wor • Install shutters or other protective systems on unprotected systems windows to exterior doors to meet the SBC Standard SSTD 12-94 of Dade County version of the South Florida Building Code (Section 2314.1, 2314.5 and 1-2314.4). it (Please note that while these minor retrofit recommendations will enhance the integrity of shelter space evaluated they will not increase potential usable shelter square footage.) • Remove potential lay -down hazards. • Remove potential debris hazards. 40 Recess IA # 209 Least -Risk Decision. Making: ARC 4496 Guideline Cornpliance Summary Survey Date: December 8, 1998 County: Indian River Facility Name: Pelican Island ClementM Address: 1355 Schumann Drive (Classroom Buildings) City: Sebastian State: FI, Zip Code: 32958 Coordinates: Latitude: N 2r 45'46" Longitude - _W 84027'54" CRI'T'ERIA PREFERRED MARGINAL. NON- COMPLIANT 1. Storm Surge The building and its Inundation access road are located outside the Category 5 storm surge inundation zone, as determined by the latest edition of SLOSH 2. Rainfall Flooding/ The building and its Dam Considerations access road are located outside the 500 -year floodplain (Zone X) as determined by the latest edition of FIRM 3. Ilazmat and 111nidrrrg is withi,i the i'rrlrrcrcrbiliryT.orre Nuclear Power Plant raj ht•D Section 302 Considerations facilities hru there is lorr release vienual in a hurricnrre ennui 4. Lay -down Hazard No hazards within lay- ExpOSure down range of Facility 5. Wind and Debris There is limited exposure l xpoSnre to large and small wind- borne debris within 300 Feet of facility 6. Wind DesignI Building wasrde.signerl in Verification 198J audhras vej obwous L in't dc'.51ga1fl(rY4'Y 110h .ed items revised 6 12 00 at requrst a/hrdio+n litter C amort' Access ID 0 209 7. Construction Type A clearly defined and f 1 oAdp;tth continuous loadpath from roof to foundation is Verification present 8. Building Condition The building is in good condition with no apparent signs or deterioration 9. Exterior WAIL The building's exterior Construction Walls are constructed or fully reinforced masonry and have no sollspot areas. 10. fenestrations I The building has rnnprotecied fenestrations Window Protection that lead into shelter areas 11. Roof Construction The building has a Oat, Roof Slope lightweight roof with engineered mechanical connections to support structures below 12. Roof Open Span 77)e building lins a roof system with distances between vertical supports that are trot greater drain Offer 13. Roof Drainage 1 No evidence of ponding Ponding or degradation is present on roor 14. Interior Safe tin Space 15. Life Surety 1 An Emergency Standby Emergency Power Power Generator exists on site - 110h .ed items revised 6 12 00 at requrst a/hrdio+n litter C amort' i AMERICAN RED CROSS • PRIMARY SHELTERS 61:2&l9el j a�d�C7 -� .� Fellsmere Elementary School 23#g65' V.B.H.5. Freshman Learning Center 19th Street 1 50 North Cypress Street 1507 Fellsmere, Florida 32948 Vero Beach; Florida 32960 Prone 561-571-0110 Phone 561-562-6242 270 46' 11"10800 36' 15" 270 38' 10"10800 24' 09" 7 g Sebastian Elementary School i$(} Gifford Middle School 1 400 County Road 512 2726 451h Street Sebastian, Florida 32958 Gifford, Florida 32.967 Phone 561-589-2835 Phone 561-562-5429 2710 48' 14'!0800 28' 35" 270 40' 30"10800 24' 46" sy►, Zoo Glendale Elementary School �(� xoyp Highlands Elementary School 4940 8th Street 500 20th Street Vero Beach, Florida 32960 Vero Beach, Florida 32962 Phone 561-778.4687 'Prone 561-778-1622 270 39' 06"10800 26' 13" 270 34' 02'10800 23' 01" Sebastian Rvr Mid. Jr. N. School � 61y(0OD Pelican Island Elementary School 9400 County Road 512 1355 Schumann Drive Sebastian, Florida 32958 Sebastian, Florida 32958 Phone 561-589-8994 Phone 561-589-5425 270 46' 09"10800 31' 01" 270 45' 46"10800 27' 50" r eJ.A. Thompson Elementary School 1O� rflc Vero Beach Senior High School r 1110 18th Avenue, S.W. 1707 16th Street Vero Beach, Florida 32962 Vero Beach, Florida 32960 Phone 561-589-8194 Phone 561-778-7000 270 46' 09"10800 31' 01" 270 37' 52'101300 24' 16" 3 t 3 Z$' Oslo Middle School 480 20th Avenue SWS&S IF "Vera Beach, Florida 32962 � Phone 561-564-3980 C'tL � f� 270 35' 42"10800 24' 18" To r% t`- ' /LID 0 1 0 0 c)