JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DI-N5 IN WASHINGTON AVE

SO 1000.002072.91 1 .013 2074.74

R 1000.002072.91 1 .013

R 1019.062077.47 1 .013

SH 1019.062077.47 1 .013

CD 1 4 1.5

Q 6.7