2026 05 Storm Water Management Report rcd 5 6 2026

POI #1 POI #3 D E C D C POI #2 C C B C LEGEND C EXISTING DRAINAGE AREA #3 (SHEET FLOW TO NORTHEAST) IMPERVIOUS AREA = 0.019 AC. (CN = 98; TC = 8.1 MINUTES) EXISTING DRAINAGE AREA #2

EXISTING DRAINAGE AREA #2 PERVIOUS SURFACE TC PATH PERVIOUS AREA = 0.084 AC. (CN = 61; TC = 8.6 MINUTES) (UNCONTROLLED TO R.O.W.) TOTAL AREA = 0.103 AC. IMPERVIOUS AREA = 0.015 AC. (CN = 98; TC = 0.8 MINUTES) PERVIOUS AREA = 0.029 AC. (CN = 61; TC = 4.1 MINUTES) TOTAL AREA = 0.044 AC. IMPERVIOUS SURFACE TC PATH B EXISTING DRAINAGE AREA #1 (TO EXISTING PIPE CONVEYANCE) IMPERVIOUS AREA = 0.377 AC. (CN = 98; TC = 1.6 MINUTES) B PERVIOUS AREA = 0.157 AC. (CN = 61; TC = 4.5 MINUTES) TOTAL AREA = 0.534 AC. A A A B B

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