Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 30, 2024

Revised Stormwater Management Report

Preserved file SHA-25669ec9df8b1f4567abd2a92749a074a179a57821dd07f0cd16dd61242156a3c29

Indexed text · page 572

Show all pages
Page 572

[Project Name Description West Essex Highlands Analysis Date 05/31/24 Value Symbol Empty Portion BMP Area lof RWC under PostD | ERWG 0.39 [in hater of Runoff Qdesign | 3.08 fin to capture Natural Recharge EMP Effective Depth, ERWC Modified to inches of Rainfall this is the design variable Jconsider dEXC EDRWC (imac) to capture Peston |iiiiecmema|” Upper level of the BMP Empty Portion surface (negative if above lof RWC under Infit RERWC | 0,00 |in Peet Heel 38.3 {in ground) BMP. 9. P. eekeer eee get Depth of lower surface oF Runoff Captured al, BMP, must be>=dBMPu JAvg. over imp. Area i Post-development Land Segment Location of BMP Input Zero if Lecation is distributed for undetermines CHECK MESSAGE ce-> Solve Problem to satisfy Annual Recharge BMP Check-—> OK dEXC Check—> OK [System Performance Cal Post-D Deficit Recharge " ciate lannual BMP Recharge Volume volume) ; Represents Post-D Impervious Area lavg BMP Recharge Aimp sq.ft 100.0% {2% infitration (or target Impervious Area) Efficiency Rosana? , Rainfall Root Zone Water Capacity Rwe re became Runoff ieee i [Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion IRWC Modified to consider dEXC RWC [iam Seren |% or ewPi prierto fling and the area occupied by BMP cra ignored in these calculations. Resits are %Runoft g Factor EAtactor 167 [pounts IRecharged Sah ly sensetve to dBMP, make sure GEMP selected is small enough for BMP to emply in ess than 3 days. For land i. Rainfall Avereeie Atal P Fava hee bl Recharged eames |% Segment Location of BWP if you select “impervious areas” RWC vel be minimal bu nt zero a determined by Recharge Requirement " saee,, lover Imp. Area 2 i the soiltype and as is Lend Cover allowing consideration of lateral low and other losses, How to solve for different recharge volumes: By default the spreadshect assigns the values of tolal deficit recharge volume "VdeF and total proposed impervious area “Aimp” from the “Annual Recharge” sheet to "VdeF" and "Aimp" on this page. This allows solution for a single BMP to hanale the enlire recharge requirement assuming the runoff from entire impervious area is available to the BMP. To solve for a smaller BMP or a LID-IMP to recharge only part of the recharge requirement, set Vdef to your target value and Aimp to impervious area directly connected to your infiltration fi |ABMP

Page 572

P. To solve for a smaller BMP or a LID-IMP to recharge only part of the recharge requirement, set Vdef to your target value and Aimp to impervious area directly connected to your infiltration fi |ABMP or BMP. To go back to the default configuration clik the "Default Vdef & Aimp" button, and then solve for

File revisions (1)