26 01 15 CME Review 1

Chairman and Members of the West Orange Township Planning Board January 15, 2026 Re: 262 Main Street Realty, LLC & 270 Main Street Realty, LLC (PB25-12) File No. 115.WRP0114.V01 Preliminary & Final Site Plan with “C” Variances and Page 9 Tree Removal Permit - Review #1 H:\Legacy\Howell-FS1\SEC\West Orange\Planning Board\115.WRP0114.V01 - 262 & 270 Main Street Realty, LLC\26-01-15 - Review #1.docx 2. As required for major developments, the Applicant must submit an Environmental Site Analysis, a Land Use Planning and Source Control Plan, a Stormwater Management Facilities Map, Calculations, and a Maintenance and Repair Plan for review as set forth in §25-29.10 of the Ordinance. 3. The Applicant must submit a maintenance plan as per §25-29.12 of the Ordinance. The maintenance plan and any future revisions shall be recorded upon the deed of record for each property on which the maintenance described in the maintenance plan must be undertaken. Prior to recording, the form of the deed must be approved by the Board Attorney and our office. 4. The Applicant should provide testimony to the Board regarding how they will comply with the stormwater license and inspection requirement set forth in §25-29.14 of the Ordinance. 5. The Applicant shall file a stormwater permit application as per §25-29.14 of the Ordinance. 6. The Applicant is proposing to utilize permeable pavement and bioretention basins (rain gardens) to address the stormwater management requirements. The Applicant must provide soil testing in accordance with §25-29 of the Ordinance to provide the seasonal high water table and permeability rate of the subsoils on-site to demonstrate compliance with the applicable BMP design requirements. 7. The “Typical Permeable Pavement Detail” on sheet C1.04 of the site plans must be revised to remove the discrepancy of the maximum slope of the surface course. 8. Sheet C1.07 of the site plans must be revised to call out the invert elevations of the trench drains. 9. The “Typical Trench Drain Detail” on sheet C1.08 of the site plans must be revised to demonstrate that the trench drain and grate will be able to withstand the applicable vehicle loads. 10. Sheet C1.08 of the site plans include details of inlet protection, a Draintech outlet, and a clean out, yet these improvements are not called out on the plan views. This discrepancy must be resolved. 11. The “Rain Garden

ite plans include details of inlet protection, a Draintech outlet, and a clean out, yet these improvements are not called out on the plan views. This discrepancy must be resolved. 11. The “Rain Garden Cross-Section” detail on Sheet C1.08 of the site plans includes underground piping. A layout of this piping should be shown on the plan views. 12. The “Rain Garden Cross-Section” detail on Sheet C1.08 of the site plans should be revised as the detail and the notes do not correspond to the geometry and likeness of the rain gardens shown in the plan views. 13. The specification of the “Rain Garden Cross-Section” on Sheet C1.08 should be revised to ensure the bioretention media layer meets the standards set forth in Chapter 9.7 of the NJ Stormwater BMP Manual.