Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 41
Show all pagesSLAYBACK TERRACE AVON DRIVE PAUL W. ANDERSON SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. HOWELL DRIVE
N.J. PROFESSIONAL ENGINEER HOWELL DRIVE LIC. NO. 33410 #4 SHEETFLOW
#4 SHEETFLOW #6 EMER PRE-DEVELOPMENT 100 LF PRE-DEVELOPMENT GENC Tc = 15.9 MIN 0.5%
Tc = 15.9 MIN 0.5% Tc = 17.6 MIN Y ACCE DA #6 SS Sheet Flow
SHEETFLOW 100 LF SCF 100 LF (623 - 618) = 5% 90 LF 100
100 3.0% 4.0% SHALLOW CONCENTRATED FLOW 1,260 LF DA #4 (618 - 546) = 5.7 % w
OL #4 DA TO CULVERT ST ST ST PRE-DEVELOPMENT
ST ST ST ST ST ST Tc = 19.1 MIN ST
ST ROSEMONT TERRACE ST ST GF:602.5 ST DA #1 ST ST
ST ST ST DA 2-6 ST ST ST ST
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- Sep 29, 2026
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