JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DI-N6 IN WASHINGTON AVE

SO 1000.002054.76 1 .013 2061.56

R 1000.002054.76 1 .013

R 1044.632058.36 1 .013

SH 1044.632058.36 1 .013

CD 1 4 2.5

Q 57.0