JD  0  0  1
T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL
T2 FROM DROP INLET RW2 IN SAG ON ROBIN STREET
SO  -1693.112079.21  1      .013                2080.25
R   -1693.112079.21  1      .013
R   -1678.502079.65  1      .013
SH  -1678.502079.65  1      .013
CD   1  4              2.0 

Q              7.4