Drainage Report

ees al Basin 23 65 a) BD a) 65 Ss Anderson Condutting Services LLC Basin 24 7 35 22 aa) a7 Basin 25 a7 771 0S AMA) a Basin 26 i) 8 04 A5(4) BB Basin 3 3 34 -) 3014) 8 Basin4 xc B 13 354) BB Basin 5 65 a7 78 Data) @ Basin 6 06 08 x xa) 06 OL Basin t 34 2 2 22 OL Basin 2 ra 06 15 6 OL Basin 3 2 W 05 - 08 OL Basin 4 07 .03 04 - 04 OL Basin 5 rc Za aH 7 2 OL Basin 6 0 0 0 0 0 Total proposed | 7.58 318 280 437 717 Recharge (AF) 1) All Runoff is in Acre-Feet 2) Area recharge is the difference between total rainfall volume and total runoff volume for the 2-year storm based on Hydrocad calculations. The runoff volume is routed to the detention basin where additional recharge may occur calculated in this table for Green Technologies approved for Groundwater Recharge 3) Total rainfall is basin area x rainfall intensity. 4) The entire 2-year storm recharged. 16 Anderson Consulting Services LLC 40 Miller Drive, Boonton, NJ 07005 973-975-0703 (O) 973-886-7336 (C) PAndersonpe@gmail.com