Text · page 18 of 65
Read the whole document on one page (all 65 pages, each with its own heading)
Proposed Bank 1465 Union Road West Seneca, NY 14224 Page 1 of 3 2/11/2026 Section 1 – Location & Description This redevelopment project involves the construction of a single-story bank with drive-thru located at 1465 Union Road in the Town of West Seneca. Construction will also consist of associated parking, storm water management, utility, lighting, and landscaping improvements. The site is part of a larger redevelopment project that includes the existing two-story office building located on the adjacent parcel of 1471 Union Road. Existing improvements as part of that project included parking for the office building and the curb cuts on Union Road and Center Road. The area of disturbance for this phase of redevelopment is approximately 0.5 acres. The site is currently zoned C-2 (S) – Commercial District and is in the Union Road Corridor. See Appendix A for Site Location Map. Section 2 – Water System The proposed domestic water service will connect to an existing 6” CIP water main located on the north side of Center Road. The proposed 1” copper water service will tap the existing main. A 1” RPZ and meter will be provided inside the mechanical room on the south wall of the building. Drainage due to testing or failure will be via gravity to the nearest drainage inlet. Water inside the building will be used for typical bathroom and janitorial uses. Domestic Summary: Peak Operating Demand: 1.98 gpm Water Main: 10” PVC water main along Jeffrey Boulevard Static Pressure: 69 psi Friction Loss: 0.01 psi Elevation Loss: 1.52 psi Meter & RPZ Loss: 13 psi Pressure after RPZ & Meter: 54.5 psi Repairs to all devices will be made during off hours; dual backflow preventers are not required. The site is not located in a 100-year flood plain. Disinfection of the water service following installation will be continuous feed, according to AWWA C-651, latest revision. See Appendix B for Sanitary Sewer & Water Calculations. Section 3 – Sanitary Sewer Service The proposed sanitary sewer service will connect to an existing 8” VTP sanitary sewer main located on the east side of Union Road. The proposed service will consist of approximately 68 LF of 6” SDR-35 PVC sanitary sewer lateral at a minimum slope of 1.0%. Design Parameters: Contractor Shops: 8 employees x 15 gpd/employee = 120 gpd The hydraulic loading rates per “Design Standard for Wastewater Treatment Works” 2014, NYSDEC. See Appendix B for Sanitary Sewer & Water Calculations Page 18 of 65