JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DI-N1a IN WASHINGTON AVE

SO 1000.002079.45 1 .013 2083.25

R 1000.002079.45 1 .013

R 1017.542079.80 1 .013 1

JX 1021.542083.93 1 2 .013 2.0 2083.93 60.00

R 1028.682084.21 1 .013

SH 1028.682084.21 1 .013

CD 1 4 2.0

CD 2 4 1.5

Q 24.3