$19-13.$ Design a VCP gravity flow sewer main starting at the intersection of $4$ th and $G$ Streets and ending at the intersection of $2$nd and B Streets $($Figure P$-19-13).$ Prepare a sewer design table similar to that shown in Example $19-2$ and a profile drawing similar to Figure $19-13$b$.$ Use the following assumptions: minimum invert depth is $3\mathrm{.}0m,$ the invert of the sewer entering the main from G Street $($east and west$)$ is at an elevation of $102\mathrm{.}13m.$ Contributing flows, including $1/1,$ from mains are given below. $($Adapted from Metcalf & Eddy. $1981.)$

Peak hour lateral $$ow rates including $1/1$

$\backslash$table$[[$Street$,$Flow rate, $\frac{m^3}{s}$