$1\mathrm{.}1.$ As an engineering technologist, you have been tasked by the Ekurhuleni Municipality to determine approximately the average annual daily demand design flow $($ML$/$day$)$ for a water supply scheme servicing a newly development area close to Germiston, in the Gauteng Province of South Africa. The following data have been used for the water services $($on daily basis$)$:

The area has $1$ stadium and $2$ parks $($ground only$)$ have a total area of $36000m^2$; an abattoir of $45$ cattle heads and $2$ schools having each $250$ learners and operating between $8h00$ and $14ho0.$ The inhabitants of the area will enjoy a wellness center of $1000m^2.$ Municipal offices will be on a site of $6000m^2.$ There are $3$ churches of $1000m^2$ each and $2$ sports grounds covering $4000m^2$ each. The community has a combined stand size area of $120$ ha and is assumed to be highly dense area.

$1\mathrm{.}1.$ Compute the corresponding peakflow $($Megaliter$/$day$)(30)$

$1\mathrm{.}2.$ Calculate the real water loss from the water supply system of the development, based on the design guidelines.

$(5)$

$1\mathrm{.}3.$ Give a rational assessment of your results $(5)$