Supporting Documentation · Sep 19, 2024
9 12 24 West Orange BOA ZB 24 06 PSEG Full size Transcript
6c58176aa60fae5a47a34b55ed66c2cb7171518bbe61496e53e0f4744431dd25Indexed text · page 32
Show all pagesPage 32 1 conditions. And we did what we could to improve 2 some of that slope, but also continued the drainage 3 across the pad as it's currently designed. 4 The upgrades that were done as part of the 5 yard to the left, which is the 230 yard, there was a 6 stormwater collection system implemented to capture 7 a lot of that water. It is routed to the south and 8 then discharges into a filter system that was 9 designed by a different consultant and then 10 outletted on the property where it drains off into 11 the city storm sewer system. 12 Because the project is located in a 13 metropolitan planning area, groundwater recharge is 14 not required because it's considered an urban 15 redevelopment area. Water quality was not 16 required, but we did address it by utilizing the 17 bioretention systems. Therefore, we were able to 18 maintain, you know, or meet the minimum 80 percent 19 TSS removal for the new expansion area on the south 20 side. 21 And then, as I stated earlier, the main 22 reason for the bioretention was water quantity and 23 these were designed in accordance with N.J.A.C. 7:8, 24 green infrastructure regulations. 25 Next I'd like to -- well, I guess I
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