⚡ 161 GRAHAM RD

1. Site Access & Topography

The subject property at 161 Graham Road is located within the Fall River Industrial Park, which is a significant advantage for site access. A preliminary review of aerial imagery indicates that Graham Road is a paved, industrial-grade road capable of supporting heavy truck traffic. This is critical for the delivery of key BESS components, such as multi-ton battery containers, power conversion systems (PCS), and the main power transformer.

Key observations and action items:

• Road Access Quality: Access appears to be excellent, directly off a main road within an established industrial park. The road network seems designed for semi-trailer access. Action: A physical site visit is required to confirm road width, turning radii into the parcel, and the absence of any low-hanging overhead lines or weight-limited bridges on the approach route.
• Terrain Characteristics: The parcel appears to be relatively flat and cleared, consistent with its location in a developed industrial park. This is highly favorable as it will minimize earthwork and grading costs, which can be substantial on sloped sites. A formal topographical survey will be needed to confirm elevations and drainage patterns.
• Heavy Equipment Feasibility: Access for cranes, delivery trucks, and other heavy equipment seems feasible. The primary constraint will be the specific entrance point to the 4-acre parcel and the internal circulation path. The site appears large enough to establish a suitable construction laydown area without significant disruption.
• Easement Concerns: While direct road frontage on Graham Road likely negates the need for a primary access easement, a full title report is mandatory. This will identify any existing utility easements (for gas, water, sewer, or electric) that may cross the property and restrict the placement of BESS equipment. We must also verify if any easements benefit neighboring properties.

2. Environmental Constraints

Environmental diligence reveals a mixed profile with some clear positives but also significant unknowns that represent material risk. The site's location in a developed industrial area reduces the likelihood of sensitive habitats but increases the risk of historical contamination.

• FEMA Flood Zone: The current designation is "Unknown." This is a critical data gap. Development within a Special Flood Hazard Area (e.g., Zone A, AE) would trigger significant design constraints, requiring equipment to be elevated above the Base Flood Elevation, dramatically increasing foundation costs and complexity. Action: Immediately check the FEMA Flood Map Service Center using the parcel coordinates. A favorable designation (Zone X) is essential.
• Wetlands: Presence is "Unknown." While the site appears developed, industrial areas often have drainage swales or remnant wetlands. Massachusetts has stringent wetland protection laws with significant buffer zone requirements (typically 100 feet) that can sterilize large portions of a property. Action: A desktop wetland screening using state GIS data and the National Wetlands Inventory (NWI) is the first step, followed by a formal field delineation by a certified wetland scientist if any risk is identified.
• Critical Habitat / Endangered Species: The data indicates no critical habitat on site, which is a strong positive. The developed nature of the surroundings makes it unlikely that federally or state-listed species would be present. Action: As a final check, run the site through the USFWS IPaC tool to generate a species list for Bristol County and confirm no critical habitats are nearby.
• Brownfield/Superfund Status: The presence of a Superfund site within 2 miles is a red flag requiring investigation into its nature and potential for groundwater plume migration. More importantly, the subject parcel itself, given its industrial zoning, may have a history of contamination. This is a double-edged sword: it presents a risk of costly remediation, but if the site can be officially classified as a "brownfield" under federal definitions, the project could qualify for the 10% ITC Brownfield Adder. Action: A Phase I Environmental Site Assessment (ESA) is a mandatory next step to assess this risk and opportunity.
• Pipeline Proximity: No major gas transmission pipelines are located within 3 miles. This is a significant safety and layout advantage, as it eliminates the need to design around pipeline rights-of-way and potential blast zone setbacks.

3. Grid Infrastructure & Interconnection

The site's proximity to existing grid infrastructure is its most compelling feature. The Sykes Road substation, located just 0.5 miles away, is the clear Point of Interconnection (POI).

• Substation Proximity & Voltage: At 0.5 miles, the Sykes Road substation is ideally located. A short interconnection line significantly reduces construction cost, timeline, and right-of-way acquisition risk. The substation's 115 kV maximum voltage indicates it is a transmission-level facility that almost certainly steps down to one or more distribution voltages (e.g., 13.8 kV or 23 kV).
• Transmission Access: The data notes a 115 kV line at 0.3 miles is "NOT AVAILABLE". This is a critical warning. It could imply the line is at capacity, has no room for a physical tap, or is otherwise constrained by the utility. For a ≤5MW project, a 115 kV transmission tap would be cost-prohibitive regardless, so this is not a deal-breaker but may indicate broader area congestion.
• Recommended Interconnection: The most viable and cost-effective path is a distribution-level interconnection to a 13.8 kV (