This two-phase design-build solicitation, in accordance with FAR 36.3, outlines a competitive negotiation for a firm fixed-price contract. Phase One requires Offerors to submit performance capability proposals, with no more than five being short-listed for Phase Two. Proposals must adhere to strict formatting and submission guidelines, including electronic submission via SAFE online. Evaluation in Phase One focuses on "Relevant Specialized Past Experience" and "Past Performance," which are equally important. Offerors must provide project experience, past performance questionnaires, and details on any negative performance issues. Phase Two, open only to short-listed firms, further evaluates "Qualifications of the Offerors Team," "Technical Approach and Concept Design," and "Phasing and Scheduling." Key personnel qualifications and experience, particularly in residential structure elevation and design-build projects, are critical. The technical approach emphasizes streamlining construction and managing resources, while the phasing and scheduling factor requires detailed project timelines and risk mitigation strategies. The government retains the right to verify all submitted information and will not award to Offerors with unsatisfactory ratings in key factors.

This document outlines Work Order W912DS24F0073 for the Fire Island to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot project in the Towns of Brookhaven and Babylon, New York. The project involves a construction contract (W912DS-26-C-XXXX) and is managed by USACE NAN Riverine Joint Partners, with GFT Inc. and Dewberry Engineers Inc. providing architectural, structural, mechanical, electrical, civil, and geotechnical services. The work order details general requirements, including administrative procedures, project scheduling, submittal processes, governmental safety, and quality control. It also provides a comprehensive project program covering descriptions, objectives, site analysis, and building/engineering system requirements. Performance technical specifications address various construction elements from foundations to site utilities, and attachments include design requirements, a geotechnical report, and permits. This project focuses on coastal storm risk re-evaluation and nonstructural pilot initiatives.

The "Fire Island to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot" project, identified by Work Order No. W912DS24F0073, is a construction contract (W912DS-26-C-XXXX) in the Towns of Brookhaven and Babylon, New York. The project, led by USACE NAN Riverine Joint Partners with Architectural and Civil work by GFT Inc. and Structural, Mechanical, Electrical, and Geotechnical work by Dewberry Engineers Inc., focuses on raising structures to mitigate coastal storm risks. The contract outlines general requirements, a project program, performance technical specifications, and attachments including design requirements and a geotechnical report. Key aspects include detailed administrative procedures, strict safety and quality control measures, and specific protocols for design, construction, and post-construction phases. The project emphasizes protection of property, adherence to a defined schedule (740 days after Notice to Proceed), and coordinated communication with property owners and government agencies.

This government RFP outlines the Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot Program in Babylon and Brookhaven, New York. The project's main objective is to elevate designated existing residential structures in Frederick Shores and Mastic Beach to specified flood elevations. The contract encompasses all design and construction activities, including compliance with federal, state, and local codes, coordination with homeowners and authorities, permit acquisition, and post-construction certifications. Key requirements include demolishing existing foundations, providing new floor construction where slabs are separated, enclosing areas beneath raised structures with flood-resistant materials, and carefully managing utilities (mechanical, electrical, communication, plumbing, fuel) during the lifting process. Historic structures require specialized treatment plans developed by an Architectural Historian and approved by the NYSHPO. The contractor is responsible for site analysis, geotechnical investigations, temporary access, site restoration, and adhering to strict environmental and safety protocols, including managing hazardous materials and protecting cultural resources. All work must maintain the aesthetic equivalence of the structures post-elevation and meet or exceed minimum design and technical criteria.

This government RFP (W912DS24F0073) outlines the performance technical specifications for the Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot in Babylon & Brookhaven, New York. It details requirements for foundations (Section A10), substructure construction (Section A20), superstructure (Section B10), and the exterior enclosure (Section B20). Key aspects include design guidance, general requirements, performance verification, acceptance testing, and detailed specifications for various construction elements like earthwork, geotechnical reports, pile foundations, excavation, concrete and masonry substructure walls, wood and structural steel construction, exterior walls (masonry, stucco, wood, vinyl, concrete masonry), insulation, air barriers, water resistive barriers, vapor retarders, wall flashing, exterior painting, joint sealants, interior floors over unheated spaces, windows, and doors. The RFP emphasizes adherence to government standards, industry codes, and the submission of detailed reports and plans by the contractor.

The Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot, W912DS24F0073, focuses on coastal storm risk re-evaluation and nonstructural pilot programs in Babylon and Brookhaven, New York. The project, scheduled for FY26 with a target date of October 14th, 2025, specifically addresses Frederick Shores and Mastic Beach. The document outlines various attachments and forms crucial for the project's execution and compliance. These include a summary of eligible houses, design requirements, a screening checklist for properties, a geotechnical report analyzing local soils, and details on home types and materials. Additionally, it provides a home zoning matrix, best value determination guidelines for purchases over $150,000, and forms for performance assessment, compliance with ANSI/ASHRAE/IES Standard 90.1-2013, and permit record keeping. The project requires both informational documents and mandatory forms to ensure adherence to regulations and effective management.

This document, "Attachment A - Government-Furnished Information," provides a detailed list of structures across two towns: Babylon and Brookhaven (Mastic Beach). For each structure, it includes a unique identification number, address, design elevation (in feet), coastal zone designation (AE or Coastal AE), elevation designation (Top Of First Floor or Bottom Of Lowest Structural Member), structure square footage, Northing, and Easting coordinates. The data appears to be a record of properties with specific flood zone and elevation characteristics, likely for governmental planning, flood mitigation, or insurance purposes within federal, state, or local initiatives.

The document, W912DS24F0073, outlines the design requirements for the Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot project in Babylon & Brookhaven, New York. This attachment,

The government file details a structural condition assessment for Building 1 at 10 Poplar Road, Mastic Beach, NY, as part of the FIMP Pilot Project. Conducted on March 6, 2025 (with a survey date of January 22, 2025), the assessment reveals the property is a residential building constructed in 1955, located in Flood Hazard Zone AE, with a Base Flood Elevation (BFE) of 7'-0" and a Design Flood Elevation (DFE) of 10'-6". Key findings indicate an "Excellent" general structural condition, suitable for elevation or floodproofing with minor structural deficiencies. Special considerations include the non-uniform foundation type (sunroom is slab-on-grade, requiring new framing), an attached equipment shed, and a 266-gallon fuel oil tank, all of which will need to be raised. The building features wood framing, a crawlspace, slab-on-grade sections, and piers, with signs of cracking but no evidence of termite infestation or significant water damage. Utilities include oil, propane, and wood burning for energy, with an electric water heater and an oil boiler. The electrical system includes a 150A main breaker panel. The property utilizes a septic system and has overhead electrical service. The assessment confirms the structure is structurally sound for elevation.

The document is a structural condition assessment for Building 2 at 10 Poplar Road, Mastic Beach, NY, part of the FIMP Pilot Project – Babylon and Brookhaven. It details the building's exterior, access points, additions, and exterior improvements. Key structural elements include a slab-on-grade foundation, wood frame walls, and a frame roof system. No significant structural damage was found, although the slab-on-grade foundation will require new framing if the building is elevated. The assessment rates the structural condition as "Excellent," indicating it can be easily elevated or floodproofed without major alterations. The building utilizes oil, electric, and propane energy sources, with various interior and exterior utility components. The property is a residential building in flood hazard zone AE, with a Base Flood Elevation of 7'-0" and a Design Flood Elevation of 10'-6". The total building footprint is 657.02 square feet. This assessment is crucial for informing potential elevation or floodproofing efforts under the federal grant project.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 100 Hickory Rd, Mastic Beach, NY (USACE TRACKING #: 6031) identifies the property as a residential building constructed in 1950, located in a Coastal AE flood zone with a Base Flood Elevation of 7'-0". The structure, primarily timber/wood and wood shake, features concrete stairs at the front and back, two uncovered porches/patios, an exterior chimney, and an East Garage addition. Key structural findings include significant foundation settlement, cracking, water damage/mold/sagging, major incline in load-bearing walls, and a non-uniform, inaccessible crawlspace foundation. The building's structural condition is rated as "Poor" due to these issues, requiring substantial alterations and corrections before any elevation or floodproofing can occur. Utilities include oil and electric energy sources with an underground oil tank, hot water baseboard heaters, and septic sewer service. The assessment notes a separating utility vent stack and widespread sagging, indicating a need for comprehensive structural repairs.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 100 Huntington Drive, Mastic Beach, NY, details the property's structural, utility, and general conditions. Built in 1939, this residential building features siding and masonry exterior, composite stairs, an uncovered porch, a deck, and an exterior chimney. Key structural elements include a wood platform main floor system (2x10 @ 16” O.C.), CMU crawlspace walls, concrete slab-on-grade (boiler room), and a 2x6 wood frame wall system. The roof system uses 2x10 @ 12” rafters and 2x4 @ 16” collar beams. The assessment rates the overall structural condition as “Great,” indicating it can be elevated or floodproofed with minor accessibility issues. However, the foundation is partially obscured, and oil tanks require lifting. The property uses oil for energy, has an air handling unit, oil boiler, electric hot water heater, and a 200A electrical panel. Photos document various structural and utility components, providing a comprehensive overview for potential floodproofing or elevation efforts.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 100 S Bay Dr, Babylon, NY, details the structural and utility status of a 1958 Ranch-style residential building. The property, with a total footprint of 2100 sq ft, is located in Flood Hazard Zone AE with a Base Flood Elevation of 5'-0". The assessment rates the general structural condition as "Great," indicating it can be elevated or floodproofed with minor alterations. Key structural elements include a crawlspace foundation with CMU walls and piers, platform frame walls, and a frame roof system. The property features natural gas and electric energy sources, with interior utilities including a gas boiler, hot water heaters, and air conditioning. Exterior improvements include a driveway, patio, sidewalk, landscaping, and fencing. Special considerations for lifting include zoning variances for new stairs and a landing due to rear yard setback encroachment, and the existing central air system uses R410A refrigerant. The assessment confirms the structure is sound for elevation, with no visible deficiencies or termite infestation.

The FIMP Pilot Project conducted a structural condition assessment and floor elevation survey for a residential property at 105 Bayview Drive, Mastic Beach, NY. The 1957 Ranch-style home, with wood shake exterior, features a crawlspace foundation with CMU walls and concrete floor, and wood platform framing. Key structural elements include 2x8 @ 16” O.C. main floor framing, 2x6 wood (assumed) frame walls, and a 2x6 @ 24” O.C. rafter roof system. The property is in an AE flood hazard zone with a Base Flood Elevation (BFE) of 7'-0" and a Design Flood Elevation (DFE) of 10'-6". The overall structural condition is rated "Excellent," with no visible deficiencies, making it suitable for elevation. Special considerations for elevation include an exterior 275-gallon oil tank and an interior masonry vent stack. The assessment ensures structural integrity and preparedness for flood mitigation measures.

The USACE Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven, specifically for the property at 109 Hickory Rd, Mastic Beach, NY, 11951 (USACE TRACKING #: 6070), evaluates the structural integrity and utility systems of the residential building. Constructed in 1934, the Ranch-style home has a total footprint of 507 SF and is situated in Flood Hazard Zone AE with a Base Flood Elevation (BFE) of 7'-0". The assessment, conducted on January 16, 2025, rated the general structural condition as "Great," indicating it can be elevated or floodproofed with minor accessibility issues. The property features siding and masonry exterior, composite stairs for front and back access, an uncovered porch, a deck with steps to grade, and an addition for a boiler room, along with two exterior sheds. The structural analysis noted a wood platform floor system (2X6 @ 24" O.C.), CMU crawlspace and piers for the foundation, and a 2x6 wood frame wall system with 2X4 @ 24" O.C. wood rafters for the roof. No significant damage like foundation settlement, cracking, or termites was observed, though a visible slope in the roof was noted, and the front office area is about 4" lower than the rest of the building. Utility services include oil, electric, and propane, with an above-ground oil tank and an oil boiler. The electrical panel is located in the utility room with a 100A main breaker. The report includes detailed floor plans, elevation surveys (lowest floor at 4.05 feet, lowest adjacent grade at 2.69 feet), and photographic documentation of the interior, exterior, crawlspace, and attic. The professional opinion confirms the structure is sound for elevation processes. This document is crucial for informing future federal grant decisions related to flood risk reduction and structural improvements for this property.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 11 Mitchell Ave, Babylon, NY (USACE Tracking #2832) details the property's current state for potential elevation or floodproofing. Constructed in 1957, this Ranch-style residence, with a total footprint of 2150 SF, is situated in Flood Hazard Zone AE with a Base Flood Elevation of 5'. The assessment, conducted on March 5, 2025, rated the general structural condition as "Fair" due to observed issues like cracking in brick walls and CMU knee walls, as well as water damage/mold/sagging. The report recommends structural repairs, new framing in the utility room and garage, and additional reinforcement below the living room fireplace before lifting. Additionally, mechanical equipment such as the oil tank and heat pump condenser will need to be raised. Variance from zoning ordinances may be required for new stairs and landings due to setback encroachments after the structure is raised.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 125 Hickory Rd (Building 1) in Mastic Beach, NY, provides a detailed evaluation of a residential bungalow constructed in 1938. The property has a total area of 828 square feet and is located in Flood Hazard Zone AE with a Base Flood Elevation (BFE) of 6'-0" and a Design Flood Elevation (DFE) of 9'-6". The exterior features wood siding and shake, with an attached garage (371.29 SF) and an exterior access addition (44.71 SF). The main living area has a slab-on-grade concrete foundation, while the addition has a wood-framed foundation. Structural elements include platform framing with 2x4 @ 16" O.C. wall studs and a framed roof with 2x6 @ 24" O.C. rafters. Minor structural deficiencies, such as cracking, were noted, but the overall structural condition is rated as "Excellent," indicating it can be easily elevated without major alterations. The building utilizes electric and propane energy sources, with baseboard heaters and an electric water heater. Utilities include an electrical panel (200A main breaker), septic system, and municipal water service. Special considerations include two structures on the property and the non-uniform foundation type, though new floor framing can be added during elevation. The assessment confirms the structure is sound for elevation.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven, USACE TRACKING #: 2819, details a comprehensive structural and utility evaluation of a residential property at 15 Milton Rd, Babylon, NY. The assessment, conducted in March 2025, identified the home as a contemporary style, built in 1954, with vinyl siding and concrete exterior finishes. Key structural elements include wood framing, a crawlspace foundation with CMU knee walls and piers, and a slab-on-grade garage. The property features two uncovered porches/patios and an attached two-car garage. While the overall structural condition was rated "Great" with no major deficiencies, minor cracking and water damage/mold/sagging were noted. The utility assessment revealed natural gas and electric as energy sources, with an air handling unit, ductwork, electric baseboard heaters, and a gas water heater. Exterior utilities include an A/C compressor, water meter, irrigation control panel, and a generator. Special considerations for future work include lifting the condenser and generator, and obtaining a variance for new stairs due to front yard setback encroachment after structural elevation. The existing central air system uses R410A refrigerant. The survey also provided detailed measurements, elevations, and square footage of the property, including a base flood elevation of 6'0" and a design flood elevation of 9'6".

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 15 Sheridan Rd, Babylon, NY, 11702, details a split-level residential building constructed in 1962. The property features vinyl siding, masonry veneer, and a slab-on-grade foundation with a CMU knee wall. Noteworthy alterations include a former garage in the basement converted into living space. The structure is rated "Excellent" for elevation or floodproofing due to no visible deficiencies and a sound frame. Key utilities include oil heating with a 275-gallon above-ground tank, a boiler, baseboard heaters, and air conditioning. Electrical service is 200A. Special considerations include a required variance for new stairs encroaching on setbacks after elevation. The assessment includes detailed measurements, elevation summaries, and photographs of the interior, exterior, and structural components.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 6214) details the structural, utility, and general condition of a residential property at 16 Rosewood Rd, Mastic Beach, NY. Constructed in 1929, the 830.30 sq ft home has a non-uniform foundation with a crawlspace and slab-on-grade additions. Key findings include minor structural deficiencies, wall cracks, water damage/mold/sagging, and a wall-ceiling joint separation. The overall structural condition is rated “Great,” indicating it can be elevated or floodproofed with minor alterations. Special considerations include lifting a fuel oil storage tank and evaluating fire protection requirements. The property utilizes electric and propane energy sources and has modern HVAC equipment.

The document is a structural condition assessment checklist for a residential property at 17 Bayport Rd, Mastic Beach, NY, with USACE Tracking #5999. The assessment, conducted on February 26, 2025, rates the general structural condition as "Poor" due to significant deficiencies like floor openings, unstable floor framing in the bathroom, and floor sagging. The 1930-built bungalow has siding exterior, crawlspace and pier foundations, and wood framing for walls and roof. Key issues include water damage/mold/sagging, and past termite infestation. The property has oil and electric energy sources, with an oil boiler and R22 refrigerant for the central air system. Despite operable doors and no accessibility issues, the structure is deemed incapable of withstanding elevation without substantial improvements. The boiler room is an addition. The lowest finished floor elevation is 4.80 feet, with a FEMA BFE of 7'-0" and a DFE of 10'-6".

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 6139) details a residential property at 17 Montauk Drive, Mastic Beach, NY. Constructed in 1964, the 1293 sq ft Ranch-style home has a base flood elevation of 7'-0" and a design flood elevation of 10'-6" in Flood Zone AE. The structure primarily features wood platform framing, a crawlspace, slab-on-grade sections (garage and laundry room), and piers. Exterior finishes include siding and concrete. The property has an attached garage (455.35 SF), two uncovered porches/patios (88.05 SF and 13.15 SF), and an exterior chimney. Key utilities include oil and electric energy sources, an oil boiler with hot water baseboard heaters, and an above-ground oil tank. The assessment rates the general structural condition as "Great," indicating it can be elevated with minor construction accessibility issues. No visible structural deficiencies were found, but a non-uniform foundation (slab on grade and crawlspace) and non-uniform supplemental wood posts in the crawlspace are noted as potential minor issues during the raising process. The oil tank and chimney will need to be lifted with the structure.

The Structural Condition Assessment Checklist for USACE Tracking #6208, located at 2 Babylon Road, Mastic Beach, NY, 11951, details a residential property built in 1936. The assessment, part of the FIMP Pilot Project, rates the general structural condition as "Great," indicating it can be elevated or floodproofed with minor accessibility issues. The 1001 SF contemporary home has a crawlspace foundation, wood framing, and a wood-frame roof with reinforced rafters. Key features include siding and concrete exterior finishes, multiple porches, decks, and additions. Identified structural concerns include cracking due to foundation settlement and wall-ceiling separation. The property utilizes oil, electric, and propane energy, with an above-ground oil tank and propane tanks. Mechanical equipment, including the condenser, propane tanks, and oil storage tank, needs to be lifted. The existing central air system uses R22 refrigerant. The electrical panel has a 200A main breaker. The report also highlights a non-uniform foundation type due to a slab-on-grade boiler room. The assessment concludes the structure is sound for elevation, with minor deficiencies and no connection issues between the original and added sections.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE Tracking #6236) details the assessment of a residential property at 2 Olive Rd, Mastic Beach, NY, constructed in 1936. The property, with a base flood elevation of 7'-0" and a design flood elevation of 10'-6", has a total building footprint of 1135 sq ft and is rated in "Great" structural condition. Key findings include siding and concrete exterior finishes, brick and wood stairs, uncovered porches/patios, a deck, and an interior access addition. The structural system features a wood platform frame for floors and walls, a crawlspace and piers foundation, and a framed roof. While generally sound, the assessment noted cracking in ceilings and walls, and on the exterior foundation. The property utilizes oil and electric energy, with a 277-gallon fuel oil tank located west of the house and a 105 MBH boiler in the utility room. The report emphasizes that the existing structure is capable of withstanding elevation without substantial improvements, though a rear deck and vent stack require consideration during the lifting process.

The government file details a structural condition assessment of a residential property at 20 Bayside Rd, Mastic Beach, NY, with USACE Tracking #6015. The property, constructed in 1936, is a Bungalow type with siding exterior and a crawlspace foundation. The assessment, conducted in February/March 2025, rated the general structural condition as "Fair" due to multiple additions with undetermined foundation types, visible cracking in walls and ceilings indicating deterioration, and a heavy sag in the roof. Key structural components include wood platform framing, 2x6 rafters, and a crawlspace with assumed wood joists and CMU supports. Utilities consist of oil heating with a boiler and hot water baseboard heaters, an AC unit, septic sewer service, and a 200A electrical panel. The assessment highlights that attached porches, patios, and a deck are not structurally connected to the main building. The property has a base flood elevation (BFE) of 8'-0" and a design flood elevation (DFE) of 11'-6" in a Coastal AE zone. The report emphasizes challenges for elevation or floodproofing due to structural unknowns and accessibility issues related to the additions and crawlspace.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 21 Harrison Ave W, Babylon, NY (USACE TRACKING #: 8577) details a residential property built in 1980 with siding, timber/wood, and concrete exterior finishes. The 813 sq ft house has a crawlspace foundation, platform wood framing for walls and floors, and a frame roof system. Key structural elements include a girder in the crawlspace and a steel beam on the second floor, with the chimney supported by a concrete wall attached to the foundation. Utilities are primarily natural gas, with a gas boiler and baseboard heating, and through-wall AC units. The electrical system includes a main panel with various breakers. The overall structural condition is rated "Excellent," with no visible deficiencies and the structure capable of being elevated without substantial improvements. Special considerations for future elevation include removing a crawlspace access door and addressing zoning variances for new stairs encroaching on setbacks.

The government file details a structural condition and elevation assessment for a residential property at 22 Babylon Rd, Mastic Beach, NY, 11951, under USACE Tracking #6094. Constructed in 1940, the Bungalow-style home has a total footprint of 706.86 SF. The assessment, conducted on March 6, 2025, rated the general structural condition as "Excellent," indicating it can be easily elevated or floodproofed with minor alterations. Key structural features include wood framing, a crawlspace foundation with CMU knee walls and piers, and a slab-on-grade utility room and sunroom addition. The property utilizes oil, electric, and propane energy sources, with a septic sewer system. The lowest finished floor elevation is 4.57 feet, with a Base Flood Elevation (BFE) of 7'-0" and a Design Flood Elevation (DFE) of 10'-6". Minor structural deficiencies like cracking were noted, but the existing structure is deemed sound for elevation. The central air system uses R410A refrigerant.

The document is a structural condition assessment and elevation survey for a residential property located at 22 Blue Point Rd, Mastic Beach, NY. The property, constructed in 1936, has a

The USACE Structural Condition Assessment Checklist for the FIMP Pilot Project at 22 Mitchell Ave, Babylon, NY, tracks the structural and utility conditions of a residential property built in 1954. The cottage-style home, with vinyl siding and a crawlspace foundation, received a “Great” structural condition rating despite some minor cracking and separation of the exterior chimney. Key features include wood platform framing, natural gas energy, and standard residential utilities. The assessment identified specific issues like foundation settlement, cracking, water damage, and a detached side deck. Special considerations for elevation include lifting mechanical equipment and the exterior chimney, and obtaining zoning variances for new stairs. The property is located in Flood Hazard Zone AE with a Base Flood Elevation of 6’0” and a Design Flood Elevation of 9’6”.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 2789) details a structural assessment of a 1960 Ranch-style residence at 23 W Harrison Ave, Babylon, NY. The property, located in flood hazard zone AE with a Base Flood Elevation of 5'-0", has a structural condition rated as "Good." Key findings include siding exterior, concrete stairs at front and back access points, and a crawlspace foundation with wood framing and slab-on-grade in renovated areas. The structure is oil-heated with a 175-gallon above-ground tank and features interior chimneys and utility vent stacks that would require lifting during elevation. The building is deemed structurally sound for elevation, but new stair and landing encroachments will require zoning variances. The report also provides detailed measurements, utility information, and numerous photographs documenting interior, exterior, and structural components.

This government file details a structural condition assessment for a residential property at 24 Babylon Rd, Mastic Beach, NY, with USACE Tracking #9017. The property, constructed in 1989, features vinyl siding, concrete exterior, wood stairs, two uncovered porches/patios, and a west shed. Key structural elements include a crawlspace foundation with concrete knee walls, CMU piers, and wood posts, a wood-framed floor system with steel beams, and a wood-framed wall and roof system. Minor structural deficiencies like cracking and two visibly unstable wood posts were noted, but the overall structural condition is rated "Excellent" for elevation or floodproofing. The utility assessment indicates oil and electric energy sources, with an oil tank in the crawlspace needing to be lifted. The property is in an AE flood hazard zone with a Base Flood Elevation of 7'-0".

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven, USACE Tracking #6037, details a residential property at 24 Blue Point Rd, Mastic Beach, NY, constructed in 1929. The assessment, dated February 18, 2025, rates the general structural condition as "Great," indicating it can be elevated or floodproofed with minor accessibility issues. Key findings include vinyl siding, wood-framed decks, a crawlspace foundation with CMU walls and piers, and a 2x6 wood platform frame for the main floor and roof. Noted issues include water damage/mold/sagging and a small bow in the floor, suggesting potential foundation imbalance due to additions. The property utilizes electric and propane energy, with various interior and exterior utilities, including an A/C compressor and a 150A electrical panel. The lowest finished floor elevation is 4.64 feet, with a Base Flood Elevation (BFE) of 7'-0".

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 25 Pershing Avenue, Babylon, NY (USACE TRACKING #: 2844), details a residential Ranch-style home built in 1948 with a total footprint of 1615 SF. The exterior features siding and wood shake, with access via front stairs (concrete, 3 steps), a back step to a deck, and a crawlspace. Notable additions include a covered porch (35.91 SF), a deck (570.85 SF), an attached garage (265.46 SF), and an interior-access addition (462.12 SF). The property is in Flood Hazard Zone AE with a Base Flood Elevation (BFE) of 5'-0" and a Design Flood Elevation (DFE) of 8'-6". Structurally, the main floor has 2x8 @ 16" O.C. wood framing. The foundation includes a CMU knee wall crawlspace, slab-on-grade for the utility space and garage, and CMU piers. The wall system is primarily wood frame, and the roof system is framed with 2x6 @ 16" O.C. rafters for the main area and utility space, and 2x4 @ 16" O.C. for the garage. Signs of damage include cracking and water damage/mold/sagging. Three load-bearing partitions were identified. The overall structural condition is rated "Great," indicating it can be elevated with minor alterations. Utilities include natural gas and electric. HVAC consists of hot water baseboard heaters, refrigerant piping, a heat pump indoor unit, and an air conditioning unit. Plumbing includes an electric DHW heater, sink, toilet, tub/shower, and washer discharge. Electrical systems feature a main panel with a 150A breaker. Special considerations involve a non-uniform foundation type requiring new framing at the slab-on-grade utility room and a variance for new stairs encroaching on the front yard setback after elevation. The existing central air system uses R410A refrigerant.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 2790) details a residential property at 25 W Harrison Ave. Constructed in 1947, this Bi-Level home has a total footprint of 905 SF. The assessment, conducted on March 10, 2025, rated the general structural condition as "Good," indicating it can be elevated or floodproofed with some alterations and moderate construction accessibility issues. Key features include siding, masonry, and concrete exterior finishes, brick and stone front stairs, and a wood deck at the back. The foundation consists of a crawlspace with CMU walls and wood framing, piers, and wood posts. The property uses natural gas, electric, and solar energy sources, with a natural gas boiler and air conditioning. Evidence of cracking was noted, along with supplemental wood posts and joists in the crawlspace. Special considerations include lifting the rear deck and utility vent stack, and the need for a zoning variance for new stair and landing encroachments after elevation. The structure is deemed capable of withstanding elevation stresses without substantial improvements.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven, USACE Tracking #6049, details a structural and utility assessment of a residential bungalow built in 1936 at 28 Blue Point Rd, Mastic Beach, NY. The property has a crawlspace foundation with CMU knee walls and piers, wood frame walls and roof, and features siding and concrete exterior finishes. The structure is rated "Great" for elevation/floodproofing, with minor deficiencies. Key findings include water damage/mold/sagging, the presence of three load-bearing partitions with girders, and an addition comprising the entry/living room. Utilities include electric and propane, with an instant hot water heater, electric baseboard heaters, and a 200A electrical panel. Special considerations require the propane tank on the south side to be lifted. The assessment confirms the structure is sound for elevation, with no major accessibility or connection issues with the addition.

The document is a structural condition assessment and elevation survey for a residential building at 29 Milton Rd, Babylon, NY, 11702, with USACE Tracking #2706. The property, constructed in 1963, has a total footprint of 1217.3 sq ft and is located in a Coastal AE flood zone with a Base Flood Elevation (BFE) of 6'-0" and Design Flood Elevation (DFE) of 9'-6". The assessment, conducted on January 17, 2025, rated the general structural condition as "Great," indicating it can be elevated or floodproofed with minor construction accessibility issues. Key structural features include siding and concrete exterior finishes, crawlspace and slab-on-grade foundations (with non-uniform types for the laundry room and attached garage), wood frame construction, and observed cracking. Utilities include oil and electric energy sources, an oil boiler, hot water baseboard heaters, and an air conditioning unit. Special considerations for elevation include the non-uniform foundation, the need to lift an above-ground oil tank, and potential zoning variances for new stairs and landings after elevation.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 6114) details a residential property at 3 Quail Rd, Mastic Beach, NY, constructed in 1927. The assessment, conducted on March 11, 2025, rated the general structural condition as "Great." The 606 sq ft bungalow-style home features siding and concrete exterior finishes, with front and back access stairs. Key structural elements include a crawlspace foundation with CMU walls and wood framing, a wood platform main floor (2x6 @ 16” O.C.), and a framed roof (2x6 @ 24” O.C. rafters). The report notes water damage/mold/sagging as a sign of potential structural issues, specifically a minor sag in the kitchen floor. The property is in flood zone AE with a Base Flood Elevation of 7'-0" and a Design Flood Elevation of 10'-6". Utilities include electric baseboard heaters, an electric domestic hot water heater, town sewer, and overhead electrical, phone, and TV/fiber optic services. The professional opinion confirms the structure is capable of withstanding elevation without substantial improvements, though the rear deck will need to be lifted.

The USACE Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (Tracking #6141) evaluates a residential bungalow at 37 Cranberry Dr, Mastic Beach, NY. Constructed in 1946, the 560 sq ft building has siding and concrete exterior finishes, wood steps, an uncovered porch (296.97 SF), a deck (791.76 SF), and an east shed (175.75 SF). The foundation is a concrete crawlspace with piers and wood posts, and the framing is primarily 2x4 wood. The assessment identified dry rot, water damage/mold/sagging, and water pooling around crawlspace columns, indicating potential rot. The overall structural condition is rated as “Great,” meaning it can be elevated with minor construction accessibility issues. Key utilities include natural gas, electric, and solar power, with an above-ground oil tank, central AC with R410A refrigerant, an electric water heater, and a sump pump. Special considerations for elevation include raising the generator pad, mechanical equipment, and addressing nonuniform crawlspace wood posts.

The FIMP Pilot Project conducted a structural condition assessment for a residential property at 38 Montauk Dr, Mastic Beach, NY. Built in 1936, the 905 sq ft bungalow has a non-uniform crawlspace and pier foundation, wood platform framing, and a frame roof. The assessment revealed cracking in a sunroom wall and noted a non-uniform foundation with varying framing, elevations, and supports, which could complicate lifting. Attached structures, including front and rear porches, a deck, and an exterior vent stack, must be lifted with the building. The property's utilities include oil heating with a 275-gallon above-ground tank, a boiler, hot water baseboard heaters, and standard plumbing and electrical systems. The overall structural condition was rated

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 2794) details the structural, utility, and general condition of a residential property at 39 Harrison Ave West, Babylon, NY. Constructed in 1957, the 1311 sq ft slab-on-grade home features vinyl siding, masonry, and concrete exterior finishes, with an integral garage, a deck, and an interior-access addition. The property is located in Flood Hazard Zone AE with a Base Flood Elevation of 5'-0" and a Design Flood Elevation of 8'-6". Structural components include wood framing for walls and roof, with second-floor joists at 2x8 @ 16” O.C. and rafters at 2x6 @ 16” O.C. Utilities include natural gas and electric, with a gas boiler, electric baseboard heaters, and a gas hot water heater. Minor structural deficiencies like cracking were noted, but the overall structural condition is rated as “Great,” indicating it can be elevated or floodproofed with minor alterations. Special considerations include the need for zoning variances for new stairs and landings if the structure is raised.

The USACE TRACKING #6206 document details a structural condition assessment for a residential property at 4 Babylon Rd, Mastic Beach, NY, part of the FIMP Pilot Project. The bungalow-style residence, constructed in an AE flood hazard zone with a BFE of 7'-0" and DFE of 10'-6", has vinyl siding, concrete exterior finishes, and a crawlspace foundation with slab-on-grade additions. Key structural elements include wood platform framing for floors and walls, and a frame roof system. The property features two decks, two interior access additions, one exterior access addition, an exterior chimney, a ramp, driveway, landscaping, and a fence. The overall structural condition is rated "Great," indicating it can be elevated with minor alterations. The assessment notes the presence of an oil tank, generator, ADA ramp, and vent stack, all requiring lifting during elevation. The report also highlights the need to evaluate fire protection requirements and notes the existing central air system uses R410A refrigerant. The structure is deemed sound and capable of withstanding elevation stresses without substantial improvements.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 4 Poplar Rd, Mastic Beach, NY (USACE TRACKING #: 6232) evaluates the structural integrity and utility systems of a residential bungalow built in 1943. The assessment, dated 02/27/2025, rates the general structural condition as "Great," indicating it can be elevated or floodproofed with minor accessibility issues. Key structural features include wood platform framing, a crawlspace and piers foundation, and a frame roof system. The property has exterior siding and masonry finishes, front and back access stairs, and additions like an uncovered porch/patio and exterior chimneys. Utility services include oil and electric power, with an above-ground oil tank. Special considerations for elevation include lifting the oil tank, front deck, and rear steps, and addressing the non-uniform foundation with a slab on grade in the utility room and crawlspace elsewhere. The total building footprint is 860.56 sq ft, and the property is in FEMA Flood Hazard Zone AE with a Base Flood Elevation of 7'-0".

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 6324) details the structural integrity and utility systems of a residential property at 450 Riviera Dr., Mastic Beach, NY, constructed in 1956. The house, with a total footprint of 627 sq ft, has siding and masonry exterior finishes, wood stairs at the front and back, and crawlspace access. It includes a covered porch (280.68 SF), a deck (75.79 SF), an exterior chimney (2.1 SF), and a west-side addition (110.05 SF), along with a south garage (369.49 SF). The property's structural condition is rated “Excellent,” with no major deficiencies found, indicating it is suitable for elevation or floodproofing. Key structural components include a crawlspace foundation with CMU and wood, CMU piers, platform wood framing for walls and roof, and two load-bearing partitions. Utility systems feature natural gas and an above-ground 400-gallon oil tank, an oil boiler, hot water baseboard heaters, and through-the-wall AC units. Electrical services include a 100A main breaker panel. The assessment notes the oil tank needs lifting as a special consideration during any elevation work.

The government file details a structural condition assessment, floor elevation survey, and special considerations for lifting a residential property at 46 Mitchell Ave, Babylon, NY. The property, constructed in 1962, has a slab-on-grade foundation with a total building footprint of 944 square feet. Key structural elements include wood frame walls and roof, with a centrally located load-bearing wall and columns. The property utilizes natural gas for energy, with a furnace, water heater, and air conditioning unit. The overall structural condition is rated "Excellent," with no visible deficiencies, making it suitable for elevation without substantial improvements. However, a zoning variance is required for new stairs and landings if the structure is raised due to encroachment on setbacks.

This document is a structural condition assessment and floor elevation survey for a residential property at 46 Montauk Drive, Mastic Beach, NY, with USACE Tracking #6156. The property, constructed in 1960, features a Craftsman-style home with siding, masonry, concrete, and tile exterior finishes. Key structural elements include wood framing for floors and walls, a crawlspace foundation with CMU knee walls and piers, and a frame roof system. The assessment found no structural deficiencies, rating the general structural condition as "Excellent" and suitable for elevation. The property utilizes oil and electric energy, with a septic system and a 200A electrical panel. The document details floor elevations, property dimensions, and includes photographic documentation of exterior, interior, structural, and utility features. It also notes an existing central air system using R410A refrigerant and several additions to the original structure, such as a garage and sunroom.

The document is a structural condition assessment and elevation survey for a residential property at 48 Mitchell Ave, Babylon, NY, with USACE Tracking #2535. The property, constructed in 1965, has a slab-on-grade foundation and wood frame construction. The assessment, dated December 9, 2024, rates the general structural condition as “Excellent,” indicating it can be easily elevated without major alterations. Key findings include an exterior chimney, an integral garage, and a south shed. The main living level is approximately 7’ 6” above grade. Utility systems are primarily natural gas for heating (boiler and baseboard heaters) and hot water, with an air conditioning unit and overhead electrical/phone services. No significant structural damage, termites, or accessibility features were noted, but a small slope differential on the concrete slab requires further investigation. Special considerations for lifting include needing a variance for new stair and landing encroachment and the existing central air system using R410A refrigerant. The survey also provides detailed elevation measurements and square footage, confirming the property is in FEMA Flood Hazard Zone AE with a Base Flood Elevation of 6'0" and a Design Flood Elevation of 9'6".

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 486 Riviera Dr, Mastic Beach, NY (USACE Tracking #6231) indicates the residential building, constructed in 1939, is in "Great" structural condition. Key features include siding and masonry exterior finishes, wood stairs at multiple access points, and additions such as uncovered porches/patios (East: 58.84 SF, West: 22.4 SF), a deck (South: 147.17 SF), and interior access additions (East: 232.42 SF, North: 477.51 SF). The foundation consists of a crawlspace with CMU knee walls and piers. The structure exhibits wood framing for walls and roof, with a main floor framing of 2x10s and 2x8s at 16" O.C. and a 2x6 ridge roof with 2x6 rafters at 24" O.C. Minor water damage/mold/sagging was noted, but no major structural deficiencies, foundation settlement, or termite infestation were found. The property utilizes electric and propane energy, with a gas furnace and central air conditioning (R410A refrigerant). The electrical panel is 200A. The assessment concludes that the existing structure is structurally sound for elevation or floodproofing with only minor alterations, justifying its "Great" rating.

The document provides a structural condition assessment and elevation survey for a residential property at 494 Riviera Drive in Mastic Beach, NY (USACE TRACKING #: 6126). The house, built in 1955, has an overall structural condition rated as 'Great,' indicating it can be elevated or floodproofed with minor alterations. The property features siding and masonry exterior finishes, wood stairs at multiple access points, and various additions including covered/uncovered porches and a deck. The foundation includes a subgrade basement and wood posts, with a wood frame wall and roof system. The assessment noted minor structural deficiencies such as cracking and water damage/mold/sagging, but found the structure capable of withstanding elevation stresses. The basement is slated for demolition, with a new addition required for relocated mechanical equipment. Key utilities include oil heating with an above-ground tank, a boiler, hot water baseboard heaters, and radiators. Exterior utilities include a septic tank and an electric meter on the south side. The property is located in Flood Hazard Zone AE with a Base Flood Elevation (BFE) of 7'-0" and a Design Flood Elevation (DFE) of 10'-6".

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 50 Montauk Drive in Mastic Beach, NY (USACE Tracking #12004) details the property's general, structural, and utility information. The residential bungalow, constructed in 1935, features siding, concrete paver steps, an uncovered porch (18.13 SF), and an interior access addition (103.65 SF). Key structural elements include a crawlspace and CMU piers foundation, platform wood framing, and a wood-framed roof with original 2x4 rafters and new 2x8 rafters in the northwest corner. No structural deficiencies or connection issues were found, and the building is rated as in “Excellent” structural condition, capable of elevation without substantial improvements. Utilities are electric-based, with baseboard heaters, an electric water heater, and an air conditioning unit. The electrical panel has a 200A main breaker. The lowest finished floor elevation is 4.49 feet, with a base flood elevation of 7'-0'' and a design flood elevation of 10'-6''. The assessment confirms the building is structurally sound for floodproofing measures.

This government file details a structural and utility assessment of a Cape Cod-style building at 502 Riviera Drive, Mastic Beach, NY. The property, identified as USACE Tracking #6123, is part of the Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-evaluation Non-Structural Pilot. The assessment covers accessible features, exterior improvements, approximate elevations, floor and wall systems, roof systems, and signs of damage. Key findings include an addition (kitchen & utility room), non-uniform foundation types, and multiple cracks with rusted or deflected lintels, classifying the general structural condition as "Poor" due to instability concerns during elevation. Utility aspects detail energy sources (oil, natural gas, electric), HVAC, plumbing, and electrical systems, including an above-ground oil tank, furnace, DHW heater, and a 150A main electrical breaker. The report also provides detailed floor plans and elevation photographs, concluding that the existing structure is not structurally sound for elevation without substantial improvements.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 518 Riviera Drive, Mastic Beach, NY, 11951 (USACE Tracking #6129 and #6219) details the structural and utility conditions of a residential property. Constructed in 1935, the house has siding, wood and concrete stairs, and multiple decks/patios. The foundation includes a CMU knee wall crawlspace and CMU piers, with a slab-on-grade addition for a boiler room and garage. The property is in an AE flood zone with a BFE of 7'-0" and a DFE of 10'-6". The structural condition is rated “Excellent,” indicating it can be easily elevated or floodproofed. Key utilities are electric, with a heat pump system and town sewer. Minor cracking was observed in the ceiling and on an exterior vent. Special considerations include lifting two outdoor condensers and the non-uniform foundation, with the storage room having a slab-on-grade foundation.

The document details a structural and utility assessment of a residential property at 53 Pershing Ave, Babylon, NY, with USACE Tracking #2540. It outlines structural components, including floor and wall systems, foundation type (basement/crawlspace/slab on grade), and roof system. The assessment identifies minor structural deficiencies, uniform foundation, and no connection issues between the original structure and an addition. Utility systems, such as energy sources (oil, natural gas, electric, propane), HVAC, plumbing, and electrical equipment, are thoroughly documented for both interior and exterior. The property's general structural condition is rated "Excellent," indicating it can be easily elevated or floodproofed with minor alterations. The assessment also includes existing floor plans and proposed basement/first floor plans for structural modifications related to flood risk re-evaluation efforts.

The Structural Condition Assessment Checklist for 58 Huguenot Drive, Mastic Beach, NY (USACE Tracking #6077) details a residential Bungalow constructed in 1950. The property features siding and concrete exterior finishes, with wood stairs at the front and back access points. It includes two decks (15.4 SF and 15.05 SF), a driveway, and landscaping. The structural assessment rated the building as “Good,” indicating it can be elevated or floodproofed with some alterations and moderate construction accessibility issues. The foundation, partially visible, appeared uniform but showed deterioration and cracking in the CMU knee wall due to water damage. Key structural components include a crawlspace, slab on grade in the utility room, CMU piers, wood platform framing, and 2x6 rafters. The property uses oil for energy with a 175-gallon above-ground tank, a hot water boiler, electric hot water heater, septic system, and a 100A electrical panel. Special considerations include lifting mechanical equipment (oil tank) and addressing foundation assumptions due to partial visibility. The building is deemed structurally sound for elevation despite the noted issues.

The Structural Condition Assessment Summary for 6 Rosewood Rd, Mastic Beach, NY, details the structural integrity and utility systems of the property. The building, a Cape Cod type, exhibits signs of settlement, including sagging, sloping, and cracking in walls and ceilings. The original structure has a crawlspace foundation with supplemental CMU support, while additions like the front storage room and rear sunroom have separate foundations. Key structural elements include 2x6 @ 16" O.C. wood platform main floor framing and 2x4 @ 24" rafters for the roof. The property has a brick chimney, and the rear sunroom and deck are supported by wood posts. Utility-wise, the property uses electric, natural gas, and oil, with a wood stove and hot water baseboard heaters for HVAC. It features a 30-gallon domestic hot water heater, a septic system with a discharge in the backyard, and a 100A main electrical panel. The assessment rates the general structural condition as "Fair" due to complex issues, recommending further investigation into the settlement and varied foundations before any elevation or floodproofing is undertaken.

The USACE Tracking #6034 file details a structural condition assessment and elevation survey for a residential property at 61 Laurelton Drive in Mastic Beach, NY, constructed in 1938, as part of the FIMP Pilot Project. The property, located in flood hazard zone AE with a Base Flood Elevation of 7'-0", has a 'Good' general structural condition, meaning it can be elevated or floodproofed with some alterations and moderate construction accessibility issues. The assessment identified existing structural elements like wood framing, CMU knee walls, and CMU piers, along with signs of cracking and water damage. Key features include covered porches, decks, an exterior-access addition, and an attached garage. Utility services include electric and propane, with HVAC equipment in a crawlspace. Special considerations for elevation include lifting a slab-on-grade boiler room, a heat pump condenser, and a propane tank. The property is structurally sound for elevation, with no major deficiencies or connection issues between original and added sections.

The FIMP Pilot Project for Babylon and Brookhaven includes a structural condition assessment and floor elevation survey for the residential property at 64 Elder Dr, Mastic Beach, NY. The building, constructed in 1986, has a "Excellent" general structural condition, with no major deficiencies except for minor façade cracks on the concrete foundation. The property features siding and concrete exterior finishes, wood stairs for access, and two decks (North: 78.19 SF, South: 10.75 SF) and an exterior chimney (3 SF) as additions. The main floor has 2x8 @ 16" O.C. platform framing, with a concrete basement, slab on grade, metal posts, and an 8" thick concrete wall foundation. The wall system is assumed to be 2x6 wood frame, and the roof system has 2x4 rafters with double 2x8 posts. The property uses oil and electric energy, with an above-ground oil tank in the basement. Utilities include an oil furnace, boiler, hot water radiators, electric DHW heater, sump pump, and town sewer. The lowest floor elevation is 3.73 feet (basement) and 10.73 feet (first floor).

The USACE Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven details the structural and utility conditions of a residential property at 681 Riviera Dr, Mastic Beach, NY. The 1980-built farmhouse, with a total footprint of 753 sq ft, has a good structural condition despite a non-uniform foundation (crawlspace with CMU walls and wood framing) and a noticeable 'bow' in the living room floor. Key features include timber/wood exterior, wood stairs, a covered porch (83.94 SF), a deck (240.44 SF), and an exterior access storage addition (59.15 SF). Utility systems include an LP gas furnace, electric hot water heater, central A/C with R410A refrigerant, and a wood stove. Special considerations for elevation or floodproofing include the mixed foundation, a front porch attached to the roof, and the sloping living room floor. The property is in an AE flood hazard zone with a BFE of 7'-0'' and a DFE of 10'-6''.

The government file details a structural condition assessment and floor elevation survey for a residential property located at 7 Gooseberry Rd, Mastic Beach, NY. The assessment, part of the FIMP Pilot Project, found the 1950 Bungalow-style home to be in "Excellent" structural condition, suitable for elevation or floodproofing with minor alterations. Key structural elements include wood framing, a crawlspace foundation with CMU and concrete knee walls, and CMU piers. The property exhibits minor cracking and water damage/mold/sagging, but no major structural issues or termite infestations. Utility systems include electric and propane, with a 70 lb above-ground LP tank in the backyard. The property is in a FEMA AE flood hazard zone with a Base Flood Elevation of 7'-0" and a Design Flood Elevation of 10'-6". Special considerations include the need to lift the propane tank and the existing central air system using R410A refrigerant. The survey provides detailed measurements of the building's footprint, attached structures, and adjacent grades, indicating the lowest floor elevation at 5.62 feet.

The government file details a structural condition assessment for a residential property at 70 S Bay Dr, Babylon, NY, built in 1961, with USACE Tracking #2814. The bungalow-style home has a timber/wood exterior, front and side access with pavers and wood stairs, and includes an uncovered porch (29 SF) and a deck (14 SF). Key structural features include wood platform framing (2x6 @ 16" O.C.), a crawlspace, slab on grade, piers, and posts/columns. The roof system is framed with 2x6 rafters and 2x4 collar beams. The assessment noted cracking but no major structural deficiencies, classifying the general structural condition as "Great," indicating it can be elevated with minor alterations. Special considerations include lifting mechanical equipment, an interior brick chimney, and obtaining a variance for new stairs due to setback encroachments. Utilities include natural gas, baseboard heaters, an AC unit, a gas water heater, and town sewer service. Electrical service is overhead with a 100A main breaker. The lowest floor elevation is 6.25 feet, with a Base Flood Elevation (BFE) of 5'-0" and a Design Flood Elevation (DFE) of 8'-6".

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven, USACE Tracking #6169, details the structural and utility conditions of a residential bungalow at 702 Riviera Drive, Mastic Beach, NY. Constructed in 1938, the property has a total building footprint of 782 SF and is located in a Coastal AE flood zone with a Base Flood Elevation of 8'-0" and a Design Flood Elevation of 11'-6". The exterior features siding, masonry, front and back paver stairs, a driveway, and two uncovered porches/patios totaling 96.52 SF, plus an East Shed of 79.28 SF. The structural system includes a crawlspace with CMU foundation walls and piers, wood platform framing (2x4 @ 16" O.C. for floors), and a framed roof with 2x4 @ 24" rafters and collar beams. While rated in "Great" structural condition, minor cracking in ceilings and walls, and separation in foundation CMU blocks were observed. Utilities include electric baseboard heaters, an electric hot water heater in the attic, an electrical panel in a bedroom, and a septic system. The property is structurally sound for elevation with minor alterations, with no observed termite infestation or major construction accessibility issues, though entryway patios are a surrounding feature to consider.

The Structural Condition Assessment Checklist for the FIMP Pilot Project (USACE TRACKING #: 6136) details the structural and utility status of a residential bungalow at 705 Riviera Drive, Mastic Beach, NY. Constructed in 1936, the 507 sq ft property is in a Coastal AE flood zone with a Base Flood Elevation of 8'-0" and a Design Flood Elevation of 11'-6". The assessment, dated February 20, 2025, rates the structural condition as "Great," indicating it can be elevated without major alterations. Key findings include vinyl siding, concrete stairs, an uncovered porch, a shed, and a crawlspace foundation with CMU supports and wood framing. Utilities include oil, electric, and propane, with a septic system and a 100A electrical panel. No significant structural damage, termite infestation, or accessibility features were noted. The professional opinion confirms the structure is sound for elevation.

The USACE Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven details the structural and utility conditions of a residential property at 71 Laurelton Drive, Mastic Beach, NY. The 1972 bungalow, with a total footprint of 858 SF, has a non-uniform foundation including crawlspace and slab-on-grade (for an addition). Key structural observations include wood framing, a replaced roof, and cracking throughout the structure, which is rated "Great" for elevation/floodproofing. Utilities include natural gas and electric. The assessment also notes two decks, an attached garage, and accessible features. The property is in Flood Hazard Zone AE with a BFE of 7'-0".

This document provides a structural condition assessment and floor elevation survey for a residential property at 739 Riviera Drive, Mastic Beach, NY, with USACE Tracking #9019. The property, constructed in 1932, is a Bungalow-style home in a Coastal AE flood zone with a Base Flood Elevation (BFE) of 8'0" and a Design Flood Elevation (DFE) of 11'6". The assessment, conducted in March 2025, rated the general structural condition as "Excellent" due to minor deficiencies, uniform foundation type (subgrade basement with CMU exterior walls and wood posts), and no significant accessibility issues. The building has wood framing for floors, walls, and roof, with exterior finishes of cement siding and concrete. Key findings include cracking above a door frame and the presence of two decks. Utility systems consist of oil, electric, and propane, with a 275-gallon fuel oil tank and a 102 MBH boiler in the basement. The electrical panel has a 100A main breaker. The property uses a septic system and has a water meter in the front lawn. The lowest floor elevation is 9.98 feet, and the total building footprint is 753 SF.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 8 Blue Point Rd, Mastic Beach, NY (USACE Tracking #: 6054) details the structural, utility, and special considerations for a residential property built in 1936. The 1,421 sq ft building, with a crawlspace foundation, has composite siding and stone exterior finishes. Key structural elements include wood platform framing, 2x6 rafters, and CMU walls/piers. The property is rated “Fair” for elevation/floodproofing due to deteriorated brick columns supporting a rear patio canopy, a bowed front deck, an oil tank requiring lifting, and a fence impeding access. Utility services include oil heating, a boiler, baseboard heaters, and town sewer. The electrical panel has a 200A main breaker. The assessment identified cracking and water damage/mold/sagging as potential structural issues. Special considerations include the oil tank's relocation, the deteriorated patio canopy, and the fence's impact on construction access. The structure is deemed sound for elevation, despite these issues.

The FIMP Pilot Project for Babylon and Brookhaven includes a structural condition assessment of the residential property at 8 Gooseberry Rd, Mastic Beach, NY, 11951 (USACE TRACKING #: 6204). The assessment, conducted on February 14, 2025, rated the building's general structural condition as "Great," indicating it can be elevated or floodproofed with minor alterations. The Cape Cod style home, constructed in 1951, has a total footprint of 964 SF and features siding and masonry exterior finishes. Key structural elements include wood framing, a crawlspace with CMU knee walls and piers, and a wood-framed roof. The property exhibits minor structural deficiencies such as cracking and water damage/mold/sagging, but no significant foundation settlement or termite infestation. Utility systems utilize electric and propane energy, with hot water baseboard heating and a septic system. An accessible ramp is present at the front entrance, which will require reinstallation if the building is elevated. The assessment highlights the property's suitability for floodproofing with manageable modifications.

The government file details a structural condition assessment for a residential property at 82 Huntington Drive, Mastic Beach, NY, with USACE Tracking #6039, as part of the FIMP Pilot Project. The property, built in 1982, has a total footprint of 1350 sq ft and is located in Flood Hazard Zone AE. The assessment, conducted in late 2024 and early 2025, identified the structure's general condition as "Fair" due to foundation settlement, water damage/mold/sagging, and a deflected beam causing wall-floor joint separation. Key structural components include wood framing, CMU knee walls, and CMU piers. Utility systems consist of oil-fired boiler and baseboard heaters, a sump pump, and standard electrical services, with solar panels noted on a detached garage. Special considerations for elevation/floodproofing include lifting a slab-on-grade boiler room and an above-ground fuel oil tank. The assessment concludes that the structure is capable of withstanding elevation but requires substantial improvements, including new floor framing at the boiler room and supplemental framing for the deflected girder.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 84 S Bay Dr, Babylon, NY, USACE TRACKING #2838, details a residential cottage constructed in 1948. The assessment, dated 03/10/2025, rated the structural condition as "Great," indicating it can be elevated or floodproofed with minor accessibility issues. The 654 sq ft building, located in FEMA Flood Zone AE with a BFE of 5'-0", features siding, masonry, and concrete exterior finishes, a crawlspace foundation with CMU walls and wood framing, and a wood platform frame wall system. Key structural elements include 2x6 @ 16" O.C. main floor framing and 2x4 @ 16" rafters. Identified issues include water damage/mold/sagging, and a slight floor slope in the kitchen. Utilities include natural gas and electric, with a combination boiler/hot water heater. Special considerations for lifting include required zoning variances for new stairs and landings post-elevation. Overall, the structure is deemed sound for elevation without substantial improvements.

The Structural Condition Assessment Checklist for the FIMP Pilot Project in Babylon and Brookhaven (USACE TRACKING #: 6040) details the structural and utility conditions of a residential property at 86 Laurelton Drive, Mastic Beach, NY. Constructed in 1935, the house has a total area of 1428 sq ft. Key features include siding, masonry, wood shake, concrete exterior finishes, and access via side stairs and a crawlspace with a Bilco hatch. The property has uncovered and covered porches, two exterior chimneys, and an interior-access addition. The structural assessment rated the building as "Great," noting a non-uniform foundation (crawlspace and slab-on-grade additions) but capable of elevation with redesign. Utilities include oil for heating (boiler and baseboard heaters) with an above-ground 275-gallon tank, a gas water heater, a sump pump, and standard electrical services. Special considerations for elevation include addressing the non-uniform foundation and lifting the propane storage tank and fuel oil tank. The assessment found only minor structural deficiencies and no accessibility issues.

The document provides a structural condition assessment and floor elevation survey for a residential property at 88 Huntington Drive, Mastic Beach, NY, with USACE Tracking #6081. Built in 1950, the Bungalow-style home has a crawlspace foundation and wood frame structure. The assessment, conducted in January 2025, rates the general structural condition as “Good,” indicating it can be elevated or floodproofed with some alterations and moderate construction accessibility issues. Minor cracking was observed in walls and headers, and the mechanical oil tank needs to be lifted. The property is in FEMA flood zone AE with a Base Flood Elevation of 7'-0" and a Design Flood Elevation of 10'-6". The lowest floor elevation is 4.38 feet. The report includes detailed measurements, utility information, and photographs of the property.

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The Structural Condition Assessment Checklist for the FIMP Pilot Project at 96 Huntington Dr, Mastic Beach, NY, with USACE Tracking #6091, assesses the structural integrity and utility systems of a residential bungalow constructed in 1934. The property, located in Flood Hazard Zone AE, has a base flood elevation of 6'-0" and a design flood elevation of 9'-6". The structural assessment rated the building as "Good," indicating it can be elevated or floodproofed with some alterations, despite minor construction accessibility issues. Key findings include a crawlspace foundation with CMU walls and wood framing, wood platform frame walls, and a frame roof system. The assessment noted water damage/mold/sagging but no visible structural deficiencies except a small crown in the kitchen floor. Special considerations for elevation include an oil tank, rear deck, and covered porch, which may present lifting access issues, and an inaccessible crawlspace. The property uses oil, electric, and propane energy sources, with an underground oil tank and septic system. The electrical panel has a main breaker size of 100A. The structural assessment confirmed the existing structure is sound for elevation.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 97 Huntington Dr, Mastic Beach, NY, with USACE Tracking #6095, details the property's structural and utility conditions. Built in 1936, this 646 sq ft bungalow with siding and masonry exterior has a crawlspace foundation with CMU walls and piers. The structure is rated

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 98 Bayview Drive, Mastic Beach, NY (USACE TRACKING #: 6110) details a comprehensive evaluation of a 1950 Bungalow. The property, located in Flood Hazard Zone AE with a Base Flood Elevation of 7'-0", was assessed on 12/17/2024 and surveyed on 01/21/2025. The exterior features vinyl siding, front and back access with pressure-treated and concrete steps, two uncovered porches/patios, and a west-side bathroom addition. Exterior improvements include a driveway, patio/pavers, landscaping, and a fence/gate. The structural systems comprise a wood platform frame, crawlspace with CMU blocks and knee walls, CMU piers, and a 2x4 rafter roof system. Minor structural deficiencies were noted, including cracking and open joints at the masonry knee wall and wall-ceiling separations in the kitchen. The overall structural condition was rated as "Great," indicating it can be elevated or floodproofed with minor alterations. Electrical utilities are primary, with an electric panel (200A main breaker) in Bedroom 1. A 3-ton heat pump condenser southwest of the building will require lifting. The structure is deemed capable of withstanding elevation without substantial improvements.

The Structural Condition Assessment Checklist for the FIMP Pilot Project at 99 Bayview Drive, Mastic Beach, NY, USACE Tracking #6117, details a residential property built in 1927. The assessment, conducted on January 20, 2025, rated the general structural condition as “Great,” indicating the structure can be elevated or floodproofed with minor accessibility issues. Key findings include non-uniform foundations (slab-on-grade for additions and wood framing elsewhere), and the need to lift an above-ground 275-gallon fuel oil tank. The property features siding and concrete exterior finishes, stone steps at multiple access points, and various additions like porches, an attached garage, and sheds. The structural system primarily consists of wood framing with a crawlspace and wood posts, with no major damage or structural issues identified. The utility systems utilize oil and electric energy, with an oil boiler, electric hot water heater, and a 150A main electrical panel with a 100A sub-panel. The assessment provides detailed measurements and photographs, concluding that the existing structure is sound for elevation, despite the varied foundation requiring new framing in the slab-on-grade area.

This Geotechnical Data Report details a subsurface investigation and laboratory testing program for the US Army Corps of Engineers New York District's Fire Island Inlet to Montauk Point (FIMP) – Contract #6 project. The project involves elevating existing houses and constructing new foundations in Frederick Shores (Babylon) and Mastic Beach (Brookhaven) to manage coastal storm risk. Sixteen exploration borings were drilled, and observation wells were installed. Laboratory tests, including moisture content, Atterberg limits, and grain-size distribution, were performed on soil samples. Subsurface conditions in both areas consist predominantly of granular soils (sand, silty sand, gravel) with localized layers of soft cohesive soils (peat, organic clay/silt) at shallow depths. Groundwater depths generally varied from 1 to 4 feet below the ground surface. The report emphasizes that findings are based on limited borings and conditions may vary between exploration points.

The Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot project (W912DS24F0073) details home types, materials, and structural characteristics for properties in Babylon and Brookhaven, New York. The document provides extensive data on individual residences, including home type (Bi-Level, Split Level, Ranch, Bungalow, Other, Cape), garage type (Integral, Attached, Detached, N/A), number of stories, footprint area, foundation type (Crawlspace, Slab on Grade, Both, Basement), presence of additions, number of access points, and coastal zone designation (AE with various elevation levels). It also lists interior and exterior material finishes, such as vinyl siding, masonry, wood, concrete, tile, and carpet, along with specific kitchen and bathroom finishes. Comments offer additional details like interior access from garages, balconies, renovations, and accessibility features like ramps. This comprehensive inventory supports the re-evaluation of coastal storm risk by documenting existing structural conditions and materials.

The “Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot” document, W912DS24F0073, outlines Best Value Determination Guidelines for procurements exceeding $150,000. It mandates that all Multiple Award Schedule (MAS) BPA holders and UNICOR be given the opportunity to compete for requirements. The guidelines, subject to FAR 8.4 and DFARS 208.4, emphasize making a best value determination, seeking additional price discounts, and documenting the entire process. Key steps include describing the item, confirming solicitation of all eligible contractors, identifying the chosen schedule, providing quotes, and justifying the best value selection. Factors beyond price, such as special features, warranty, maintenance, and past performance, can be considered, with a narrative justification required for selections not based solely on the lowest price. The submitting official must ensure compliance with all applicable regulations.

The "Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot" (W912DS24F0073) outlines a monthly performance assessment plan for a project in Babylon & Brookhaven, New York. This plan, part of RFP Part 6, details criteria for evaluating various aspects of project execution. Key evaluation factors include the experience and participation of personnel, the effectiveness of working relationships between construction and design teams, budget management, quality control measures (such as re-submittals and as-built redlines), timely performance, management effectiveness, compliance with labor standards, and safety standards. The document also includes sections for general performance comments and requires concurrence from CM/ROICC, Project Manager, and Contractor representatives, indicating a comprehensive framework for ongoing project oversight and accountability.

The document outlines the Performance Rating Method Compliance Form for the Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot project (W912DS24F0073). This form, based on ASHRAE/IES Standard 90.1 (Appendix G), is used to report building performance ratings, particularly when a rating shell is not utilized. It requires users to input information from simulation program outputs, detailing project information, advisory messages, performance rating results, and energy use/cost summaries. The form includes sections for project name, address, designer, contact information, principal heating source, and a space summary. It also reports simulation-related data such as hours heating/cooling loads not met, warnings, errors, and overridden defaults. The energy and cost summary sections break down consumption by end use and fuel type, comparing proposed and baseline building performance to determine percentage improvement. This comprehensive reporting ensures compliance with mandatory requirements and clearly presents how the rating method has been applied.

The Fire Island Inlet to Montauk Point (FIMP) Coastal Storm Risk Re-Evaluation Nonstructural Pilot project (W912DS24F0073) in Babylon & Brookhaven, New York, requires a comprehensive Permits Record of Decision (PROD) form. This form details a wide array of necessary permits across various environmental and operational categories. Key permit areas include air quality (construction, operating, asbestos demolition, and other), water pollution (wastewater collection, pump stations, treatment plants, pretreatment, septic systems, erosion & sediment control, stormwater management, and other), discharge permits (NPDES for new/increased capacity and general, and other), drinking water (distribution systems, treatment plants, well construction, underground injection, and other), fuel tanks (underground storage tank construction and operating, and other), solid and hazardous waste (treatment/storage/disposal, landfills, used oil collection, and other), coastal management (consistency determination, coastal barrier, floodplain management, and other), and numerous

This government Request for Proposal (RFP) (W912DS26RA007) outlines a construction project titled "FIMP PILOT" or "FIRE ISLAND INLET TO MONTAUK POINT CONTRACT 6B NONSTRUCTURAL PILOT PROJECT, SUFFOLK COUNTY, NEW YORK." Issued on November 13, 2025, with proposals due by 2:00 PM EST on December 27, 2025, the project has an estimated magnitude between $25,000,000.00 and $100,000,000.00. It is set for 100% unrestricted full and open competition with a HUBZone price evaluation preference. The selected contractor must commence work within 10 calendar days and complete it within 740 calendar days, furnishing performance and payment bonds equal to 100% of the original contract price. Electronic proposals are accepted via email to Michael McCue and Nicholas Emanuel. Key provisions include compliance with FAR and DFARS clauses, specific requirements for bonds (SF24, SF25, SF25A), E-Verify for candidates, and adherence to Buy American and telecommunications equipment restrictions.

Amendment 0001 to Solicitation W912DS26RA007, effective December 8, 2025, details changes for the "FIRE ISLAND INLET TO MONTAUK POINT CONTRACT 6B NONSTRUCTURAL PILOT PROJECT, SUFFOLK COUNTY, NEW YORK." This amendment extends the proposal due date to January 9, 2026, at 2:00 PM EST and updates the time zone from Central to Eastern Daylight Time. Key updates include the mandatory submission of a Project Labor Agreement (PLA) in accordance with Executive Order 14063. Additionally, new specification sections (Parts 2, 3, 4, and 6) have been added. The government clarified that experience with residential structures is preferred for lifting requirements but not exclusive. All offerors must acknowledge this amendment for their proposals to be considered.

Amendment 0002 to solicitation W912DS26RA007, effective December 29, 2025, clarifies Project Labor Agreement (PLA) submission requirements for a federal acquisition. The amendment, issued by W2SD ENDIST NEW YORK, specifies that the PLA is required as part of the Phase II proposal, with no submission needed for Phase I. Offers must acknowledge this amendment by completing items 8 and 15 and returning one copy, acknowledging on each offer copy, or via separate communication referencing the solicitation and amendment numbers. Failure to acknowledge may result in offer rejection. All other terms and conditions of the original solicitation remain unchanged.