Design a PVC sanitary sewer collection system for the Village of Waffle (Figure P-17-24 Links to an external site., shown below) by preparing a sewer design table similar to that shown in Example 19-2 Links to an external site. and a profile drawing similar to Figure 19-13b Links to an external site.. You only need to show the calculations for the pipes running along Bacon Road and Eggs Road, starting at point F and ending at Point B in the figure below. Your design should comply with the requirements specified in Chapter 30 of the 10 States Standards for Wastewater. Use the following assumptions: Average daily flow rate is the same as average daily water demand, 9.2 m3/hr Peaking factor for peak dry weather flow is 6.2 Peak wet weather flow is equal to the peak dry weather flow plus an assumption for infiltration and inflow at 40 L/dmmkm of pipe