Supporting Documentation · May 28, 2026
Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026
bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4Indexed text · page 147
Show all pagesD LEGEND PERVIOUS SURFACE TC PATH C PROPOSED DRAINAGE AREA #1 PROPOSED DRAINAGE AREA #1 (ROOF AREA) IMPERVIOUS SURFACE TC PATH (BIORETENTION BASIN) IMPERVIOUS AREA = 0.142 AC. IMPERVIOUS AREA = 0.090 AC. (CN = 98; TC = 0.5 MINUTES) (CN = 98; TC = 1.0 MINUTE) PERVIOUS AREA = 0.050 AC. (CN = 80; TC = 5.1 MINUTES) C TOTAL AREA = 0.140 AC. D C C B B B B A PROPOSED DRAINAGE AREA #1 (UNCONTROLLED) IMPERVIOUS AREA = 0.204 AC.
(UNCONTROLLED) IMPERVIOUS AREA = 0.204 AC. A (CN = 98; TC = 2.0 MINUTES) A PERVIOUS AREA = 0.151 AC. (CN = 80; TC = 5.0 MINUTES) TOTAL AREA = 0.355 AC. A 5 Greentree Centre, Suite 406 Marlton, NJ 08053 T: 856.334.2000 F: 732.974.3521
www.dynamicec.com ● PERMITTING ● LAND DEVELOPMENT CONSULTING GEOTECHNICAL ● ENVIRONMENTAL ● SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas PROPOSED DRAINAGE AREA MAP Y D H RODMAN R. RITCHIEROBERT P. FREUD 2 2 ã
File revisions (1)
- Sep 29, 2026
bb2e9885fa9914,317,047 bytes