complete drainage report rev 9

re % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as determined by Recharge Requirement dr in 12.1 the soil type and a shallow root zone for this Land Cover allowing consideration of lateral flow and other losses. over Imp. Area How to solve for different recharge volumes: By default the spreadsheet assigns the values of total 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 handle the entire 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 facility and then solve for ABMP or dBMP. To go back to the default configuration clik the "Default Vdef & Aimp" button.

Project Name West Essex Highlands Description West Orange, Essex County Recharge BMP Input Parameters Parameter BMP Area BMP Effective Depth, this is the design variable Upper level of the BMP surface (negative if above ground) Depth of lower surface of BMP, must be>=dBMPu Post-development Land Segment Location of BMP , Symbol Analysis Date 05/31/24 BMP or LID Type Pervious Pavement 6 Root Zone Water capacity Calculated Parameters Value Unit ABMP 35700.0 sq.ft dBMP 0.1 in dBMPu 23.8 in dEXC 24.0 in SegBMP 0 Parameter Empty Portion of RWC under Post-D Natural Recharge ERWC Modified to consider dEXC Empty Portion of RWC under Infilt. BMP Symbol Value Unit Recharge Design Parameters Parameter Symbol Value Unit Qdesign 0.05 in Pdesign 0.10 in ERWC 0.39 in Inches of Runoff to capture EDRWC 0.05 in Inches of Rainfall to capture RERWC 0.04 in Recharge Provided Avg. over Imp. Area 1.6 in Runoff Captured Avg. over imp. Area 2.5 in unitless Input Zero if Location is distributed or undetermined BMP Calculated Size Parameters ABMP/Aimp BMP Volume Aratio VBMP CALCULATION CHECK MESSAGES 0.31 unitless 298 cu.ft Parameters from Annual Recharge Worksheet System Performance Calculated Parameters Post-D Deficit Recharge (or desired recharge volume) Vdef Annual BMP Recharge Volume 14,828 cu.ft Post-D Impervious Area (or target Impervious Area) Aimp 113,900 sq.ft Avg BMP Recharge Efficiency 63.1% Root Zone Water Capacity RWC 2.37 in RWC Modified to consider dEXC DRWC 0.29 in Climatic Factor C-factor 1.67 no units Average Annual P Pavg 49.0 in 621,132 cu.ft %Rainfall became Runoff %Runoff Infiltrated %Runoff Recharged %Rainfall Recharged 78.5% 6.4% 0.8% 0.6% Volume Balance-> Solve Problem to satisfy Annual Recharge dBMP Check---> OK dEXC Check---> OK BMP Location---> Location is selected as distributed or undetermined Represents % Infiltration OTHER NOTES Recharged % Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion % of BMP infiltration prior to filling and the area occupied by BMP are ignored in these calculations. Results are % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as

ensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as determined by Recharge Requirement dr in 12.1 the soil type and a shallow root zone for this Land Cover allowing consideration of lateral flow and other losses. over Imp. Area How to solve for different recharge volumes: By default the spreadsheet assigns the values of total 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 handle the entire 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 facility and then solve for ABMP or dBMP. To go back to the default configuration clik the "Default Vdef & Aimp" button.

Project Name West Essex Highlands Description West Orange, Essex County Recharge BMP Input Parameters Parameter BMP Area BMP Effective Depth, this is the design variable Upper level of the BMP surface (negative if above ground) Depth of lower surface of BMP, must be>=dBMPu Post-development Land Segment Location of BMP , Symbol Analysis Date 05/31/24 BMP or LID Type Aboveground Basin 7 Root Zone Water capacity Calculated Parameters Value Unit ABMP 14400.0 sq.ft dBMP 4.6 in dBMPu 31.4 in dEXC 36.0 in SegBMP 0 Parameter Empty Portion of RWC under Post-D Natural Recharge ERWC Modified to consider dEXC Empty Portion of RWC under Infilt. BMP Symbol Value Unit Recharge Design Parameters Parameter Symbol Value Unit Qdesign 1.44 in Pdesign 1.67 in ERWC 0.39 in Inches of Runoff to capture EDRWC 0.00 in Inches of Rainfall to capture RERWC 0.00 in Recharge Provided Avg. over Imp. Area 35.5 in Runoff Captured Avg. over imp. Area 35.5 in unitless Input Zero if Location is distributed or undetermined BMP Calculated Size Parameters ABMP/Aimp BMP Volume Aratio VBMP CALCULATION CHECK MESSAGES 0.31 unitless 5,472 cu.ft Parameters from Annual Recharge Worksheet System Performance Calculated Parameters Post-D Deficit Recharge (or desired recharge volume) Vdef Annual BMP Recharge Volume 135,505 cu.ft Post-D Impervious Area (or target Impervious Area) Aimp 45,800 sq.ft Avg BMP Recharge Efficiency 100.0% Root Zone Water Capacity RWC 2.37 in RWC Modified to consider dEXC DRWC 0.00 in Climatic Factor C-factor 1.67 no units Average Annual P Pavg 49.0 in 621,132 cu.ft %Rainfall became Runoff %Runoff Infiltrated %Runoff Recharged %Rainfall Recharged 78.5% 92.3% 6.9% 5.4% Volume Balance-> Solve Problem to satisfy Annual Recharge dBMP Check---> OK dEXC Check---> OK BMP Location---> Location is selected as distributed or undetermined Represents % Infiltration OTHER NOTES Recharged % Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion % of BMP infiltration prior to filling and the area occupied by BMP are ignored in these calculations. Results are % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not

re % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as determined by Recharge Requirement dr in 12.1 the soil type and a shallow root zone for this Land Cover allowing consideration of lateral flow and other losses. over Imp. Area How to solve for different recharge volumes: By default the spreadsheet assigns the values of total 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 handle the entire 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 facility and then solve for ABMP or dBMP. To go back to the default configuration clik the "Default Vdef & Aimp" button.

Project Name West Essex Highlands Description West Orange, Essex County Recharge BMP Input Parameters Parameter BMP Area BMP Effective Depth, this is the design variable Upper level of the BMP surface (negative if above ground) Depth of lower surface of BMP, must be>=dBMPu Post-development Land Segment Location of BMP , Symbol Analysis Date 05/31/24 BMP or LID Type Pervious Pavement 8 Root Zone Water capacity Calculated Parameters Value Unit ABMP 10000.0 sq.ft dBMP 5.4 in dBMPu 30.6 in dEXC 36.0 in SegBMP 0 Parameter Empty Portion of RWC under Post-D Natural Recharge ERWC Modified to consider dEXC Empty Portion of RWC under Infilt. BMP Symbol Value Unit Recharge Design Parameters Parameter Symbol Value Unit Qdesign 1.44 in Pdesign 1.67 in ERWC 0.39 in Inches of Runoff to capture EDRWC 0.00 in Inches of Rainfall to capture RERWC 0.00 in Recharge Provided Avg. over Imp. Area 35.4 in Runoff Captured Avg. over imp. Area 35.4 in unitless Input Zero if Location is distributed or undetermined BMP Calculated Size Parameters ABMP/Aimp BMP Volume Aratio VBMP CALCULATION CHECK MESSAGES 0.26 unitless 4,500 cu.ft Parameters from Annual Recharge Worksheet System Performance Calculated Parameters Post-D Deficit Recharge (or desired recharge volume) Vdef Annual BMP Recharge Volume 112,832 cu.ft Post-D Impervious Area (or target Impervious Area) Aimp 38,256 sq.ft Avg BMP Recharge Efficiency 100.0% Root Zone Water Capacity RWC 2.37 in RWC Modified to consider dEXC DRWC 0.00 in Climatic Factor C-factor 1.67 no units Average Annual P Pavg 49.0 in 621,132 cu.ft %Rainfall became Runoff %Runoff Infiltrated %Runoff Recharged %Rainfall Recharged 78.5% 92.0% 5.7% 4.5% Volume Balance-> Solve Problem to satisfy Annual Recharge dBMP Check---> OK dEXC Check---> OK BMP Location---> Location is selected as distributed or undetermined Represents % Infiltration OTHER NOTES Recharged % Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion % of BMP infiltration prior to filling and the area occupied by BMP are ignored in these calculations. Results are % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not

re % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as determined by Recharge Requirement dr in 12.1 the soil type and a shallow root zone for this Land Cover allowing consideration of lateral flow and other losses. over Imp. Area How to solve for different recharge volumes: By default the spreadsheet assigns the values of total 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 handle the entire 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 facility and then solve for ABMP or dBMP. To go back to the default configuration clik the "Default Vdef & Aimp" button.

Project Name West Essex Highlands Description West Orange, Essex County Recharge BMP Input Parameters Parameter BMP Area BMP Effective Depth, this is the design variable Upper level of the BMP surface (negative if above ground) Depth of lower surface of BMP, must be>=dBMPu Post-development Land Segment Location of BMP , Symbol Analysis Date 05/31/24 BMP or LID Type Pervious Pavement 9 Root Zone Water capacity Calculated Parameters Value Unit ABMP 6500.0 sq.ft dBMP 12.0 in dBMPu 17.0 in dEXC 29.0 in SegBMP 0 Parameter Empty Portion of RWC under Post-D Natural Recharge ERWC Modified to consider dEXC Empty Portion of RWC under Infilt. BMP Symbol Value Unit Recharge Design Parameters Parameter Symbol Value Unit Qdesign 3.05 in Pdesign 3.28 in ERWC 0.39 in Inches of Runoff to capture EDRWC 0.06 in Inches of Rainfall to capture RERWC 0.05 in Recharge Provided Avg. over Imp. Area 37.1 in Runoff Captured Avg. over imp. Area 38.5 in unitless Input Zero if Location is distributed or undetermined BMP Calculated Size Parameters ABMP/Aimp BMP Volume Aratio VBMP CALCULATION CHECK MESSAGES 0.37 unitless 6,500 cu.ft Parameters from Annual Recharge Worksheet System Performance Calculated Parameters Post-D Deficit Recharge (or desired recharge volume) Vdef Annual BMP Recharge Volume 53,990 cu.ft Post-D Impervious Area (or target Impervious Area) Aimp 17,461 sq.ft Avg BMP Recharge Efficiency 96.5% Root Zone Water Capacity RWC 2.37 in RWC Modified to consider dEXC DRWC 0.36 in Climatic Factor C-factor 1.67 no units Average Annual P Pavg 49.0 in 621,132 cu.ft %Rainfall became Runoff %Runoff Infiltrated %Runoff Recharged %Rainfall Recharged 78.5% 100.0% 2.7% 2.2% Volume Balance-> Solve Problem to satisfy Annual Recharge dBMP Check---> OK dEXC Check---> OK BMP Location---> Location is selected as distributed or undetermined Represents % Infiltration OTHER NOTES Recharged % Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion % of BMP infiltration prior to filling and the area occupied by BMP are ignored in these calculations. Results are % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero

sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not zero as determined by Recharge Requirement dr in 12.1 the soil type and a shallow root zone for this Land Cover allowing consideration of lateral flow and other losses. over Imp. Area How to solve for different recharge volumes: By default the spreadsheet assigns the values of total 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 handle the entire 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 facility and then solve for ABMP or dBMP. To go back to the default configuration clik the "Default Vdef & Aimp" button.

Project Name West Essex Highlands Description West Orange, Essex County Recharge BMP Input Parameters Parameter BMP Area BMP Effective Depth, this is the design variable Upper level of the BMP surface (negative if above ground) Depth of lower surface of BMP, must be>=dBMPu Post-development Land Segment Location of BMP , Symbol Analysis Date 05/31/24 BMP or LID Type Aboveground Basin 10 Root Zone Water capacity Calculated Parameters Value Unit ABMP 9600.0 sq.ft dBMP 3.0 in dBMPu 33.0 in dEXC 36.0 in SegBMP 0 Parameter Empty Portion of RWC under Post-D Natural Recharge ERWC Modified to consider dEXC Empty Portion of RWC under Infilt. BMP Symbol Value Unit Recharge Design Parameters Parameter Symbol Value Unit Qdesign 0.50 in Pdesign 0.62 in ERWC 0.39 in Inches of Runoff to capture EDRWC 0.00 in Inches of Rainfall to capture RERWC 0.00 in Recharge Provided Avg. over Imp. Area 23.9 in Runoff Captured Avg. over imp. Area 23.9 in unitless Input Zero if Location is distributed or undetermined BMP Calculated Size Parameters ABMP/Aimp BMP Volume Aratio VBMP CALCULATION CHECK MESSAGES 0.16 unitless 2,400 cu.ft Parameters from Annual Recharge Worksheet System Performance Calculated Parameters Post-D Deficit Recharge (or desired recharge volume) Vdef Annual BMP Recharge Volume 119,397 cu.ft Post-D Impervious Area (or target Impervious Area) Aimp 60,000 sq.ft Avg BMP Recharge Efficiency 100.0% Root Zone Water Capacity RWC 2.37 in RWC Modified to consider dEXC DRWC 0.00 in Climatic Factor C-factor 1.67 no units Average Annual P Pavg 49.0 in 621,132 cu.ft %Rainfall became Runoff %Runoff Infiltrated %Runoff Recharged %Rainfall Recharged 78.5% 62.1% 6.1% 4.8% Volume Balance-> Solve Problem to satisfy Annual Recharge dBMP Check---> OK dEXC Check---> OK BMP Location---> Location is selected as distributed or undetermined Represents % Infiltration OTHER NOTES Recharged % Pdesign is accurate only after BMP dimensions are updated to make rech volume= deficit volume. The portion % of BMP infiltration prior to filling and the area occupied by BMP are ignored in these calculations. Results are % sensetive to dBMP, make sure dBMP selected is small enough for BMP to empty in less than 3 days. For land % Segment Location of BMP if you select "impervious areas" RWC will be minimal but not