A sanitary sub$-$collector serves four housing developments in the municipality of Humacao. One development has $75$ private residences, the second has $166$ private residences, the third has $100$ private residences, and the fourth has $22$ private residences. The design flow rate of the subcollector is $499,125$ gallons per day. That pipe has a diameter of $8$ inches and a slope of $0\mathrm{.}0030.$ The pipe is made of plastic $($PVC$)$ and wastewater flows through it by gravity until it reaches a sanitary sewer pump station, which is operated by the Puerto Rico Aqueduct and Sewer Authority. The depth of the invert of the sub$-$collector at the point where it enters the wet well of the station is $15\text{'}-8",$ as shown in the figure below.

In the wet well, which has a height of ${22}^{\text{'}}-0^{\text{'}\text{'}},$ the maximum depth of the wastewater is $6^{\text{'}}-4_{?}={?}^{\text{'}\text{'}}$ and the minimum depth is $2^{\text{'}}-3^{\text{'}\text{'}}.$ The surface area of the wet well is rectangular, with a width of $4^{\text{'}}-2".$ In the well there are two constant$-$speed submersible pumps, which alternate automatically. The hydraulic capacity of each of the pumps is $350$ gallons per minute and their efficiency is $55\mathrm{.}4$ percent. The duration of each pumping cycle at the station is $16$ minutes and $30$ seconds. The pump station's cast iron power line has a diameter of $6$ inches and an overall length of ${349}^{\text{'}}-0^{\text{'}\text{'}}.$ In this pressure pipe, the friction losses are $5^{\text{'}}-{10}^{\text{'}\text{'}}=$ and the vertical displacement of the wastewater is ${19}^{\text{'}}-0^{\text{'}\text{'}}.$ The wastewater is pumped to a sanitary register whose inverted is located $5^{\text{'}}-0^{\text{'}\text{'}}$ below the ground surface. Downstream of this sanitary register, the wastewater flows by gravity through a plastic pipe $($PVC$),8$ inches in diameter and with a slope of $0\mathrm{.}0038$ until it joins another sub$-$collector that serves two other housing developments and a shopping center.

Determine:

to$.$ The hydraulic capacity $($MGD and GPM$)$ of the sub$-$manifold that arrives at the pump station.

b$.$ The usable volume $($gallons and cubic feet$)$ of the station's wet well.

c$.$ The length $($feet and inches$)$ of the wet well of the station.

d$.$ Minor losses $($feet$)$ in the line of force.

and. The power $($hp$)$ of each of the pumps in the wet well.

f$.$ The velocity of the wastewater $($feet per second$)$ at the sub$-$collector reaching the pump station and indicate if the value is acceptable.

g$.$ The velocity of the wastewater $($feet per second$)$ in the pressure pipe and indicate whether the value is acceptable.

h$.$ The velocity of the wastewater $($feet per second$)$ in the pipe exiting the sanitary register located downstream of the pump station and indicate whether the value is acceptable.