Supporting Documentation · Sep 12, 2024
24 09 09 CME Review 2
f9f2c3e72f779e6e0fbfa9205faa2cbe8b7c367fc93102bb20ae59e6f775ace9Indexed text · page 6
Show all pages= Consulting & Municipal sere ENGINEERS Chairman and Members of the West Orar orange Township Zoning Board September 9, 2024 Re: PSE&G Company (ZB-24-06) Our File No. 115.WRZ0155.V04 Preliminary & Final Site Plan with ‘C’ and ‘D’ Page 6 Variances and Tree Removal Permit - Review #2 10. 11. ‘S:\West OrangelZoning Board\t 15 WRZ0155 VO4 - PSE&G Company\24-09-09 Review #2 docx existing stormwater system in Mt. Pleasant Avenue. The areas that will discharge to the trench drains are not proposed for development and will remain in their existing condition. The Bioretention and Control Structure Elevations and Control Orifices table on sheet 792798 should be revised to label the Top of Basin Wall Elevation as E to match the Typical Concrete Lined Small-Scale Bioretention with Underdrain Detail on the same sheet. The Bioretention Media Notes on sheet 792798 should be revised to include a note which states “The soil bed material must be placed in lifts not to exceed 6 inches’. The plans should be revised to provide maintenance access to each proposed basin. It shows on the Bioretention and Control Structure Elevations and Control Orifices table that each basin will have a freeboard of only 0.1 feet between the top of wall and the top of overflow grate. It is our recommendation that a minimum freeboard of 1.0 ft be provided. It shows on the Conduit Table in the Stormwater Report that the following pipe runs do not have adequate capacity to accommodate the design flow: a) SD-01 b) SD-02 c) SD-04 d) SD-12 e) SD-21 f) SD-22 g) SD-23 h) SD-24 i) SD-25 The Small Scale Bioretention Outlet Structure detail on sheet 792798 shows a 2.5” water quality control orifice with a trash rack at Elevation G. It is our understanding that the 4” perforated underdrain pipe will connect to the outlet structure at this location. Therefore, the trash rack is not required at this location and should be deleted. A detail showing how the 2.5” water quality control orifice will be installed must be added to the plans. The Small Scale Bioretention Outlet Structure detail on sheet 792798 shows that a trash rack is proposed on the top of the structure. Therefore, a detail of this trash rack must be added to the plans. Revise plans and maintenance plans to include inspection ports for the basins’ underdrains. In addition, provide a detail of these inspection ports. The List of
rash rack must be added to the plans. Revise plans and maintenance plans to include inspection ports for the basins’ underdrains. In addition, provide a detail of these inspection ports. The List of Stormwater Management Measures in Stormwater Management Measures Maintenance Plan and Field Manuals must be revised to include the state plane coordinates for each basin.
File revisions (1)
- Sep 29, 2026
f9f2c3e72f77525,619 bytes