Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 1376
Show all pagesPost Development West Orange A_03 01 12 NJ DEP 2-hr NJDEP Rainfall-1.25 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HvdroCAD Software Solutions LLC Page 65 Printed 3/14/2012 Pond Basin5: Basin 5 Hydrograph yi- yr > i i i 0.22 cfs S i —. • h ■ - ■ - i ■ — y - r• V • t - t - T-T-*r-*T“T-r“r- TV1-1- / i t » ✓ / 0.24: - y/ */ 4-i - 4 . - 4 - X - i . - 4 . . ,✓ ; 4 - I 0.27 / '✓ * 0.18-. y , */ 0.16: * / / 0.14- ' 7 / 0.12: 7* ' 7 f 0.1: ___ I — X - 4 — — 4 — L — L 7 7 7 0.08✓ y r “ t “ r “ r / 0.06- 0.04 7* jCLQCLcfs ✓ j i i i i i t i— Inflow Area=1.432 ac Peak Elev=582.45' Storage=298 cf i 7 / // 0.22- ■ ... r - r - r r F l n nn n& 0.00 cfs 0 1 2 34 5 67 8 9 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 i - k - L - L . . . ■ Inflow i—r~□ Outflow ■ Primary B Secondary
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