Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 989
Show all pagesProfile Report Engineering Profile - CS-01 to TYPE 'B' INLET (O-1B) (2024-05-02_West Orange.stsw) 25-YR STORM EVENT CS-01 Rim: 602.40 ft Invert: 591.57 ft 605.00 CS-02 Rim: 601.40 ft Invert: 590.35 ft CS-03 Rim: 601.15 ft Invert: 588.19 ft CS-05 Rim: 599.65 ft Invert: 584.62 ft CS-04 Rim: 599.65 ft Invert: 586.53 ft 600.00 TYPE 'B' INLET (O-1B) Rim: 586.03 ft Invert: 578.11 ft 595.00 Elevation (ft) MH-21 Rim: 587.55 ft Invert: 580.44 ft 590.00 SD-21: 64.5 ft @ 0.015 ft/ft Circle - 12.0 in 585.00 SD-22: 127.3 ft @ 0.015 ft/ft Circle - 12.0 in SD-23: 93.7 ft @ 0.015 ft/ft Circle - 15.0 in SD-24: 111.3 ft @ 0.015 ft/ft Circle - 15.0 in SD-25: 262.4 ft @ 0.015 ft/ft Circle - 15.0 in 580.00 SD-26: 29.4 ft @ 0.015 ft/ft Circle - 18.0 in 575.00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 Station (ft) 2024-05-02_West Orange.stsw 5/10/2024 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 CivilStorm [10.04.00.158] Page 1 of 1
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