Partial PLAN VIEW $($N$.$T$.$S$.)$Partial PLAN VIEW $($N$.$T$.$S$.)$Partial PLAN VIEW $($N$.$T$.$S$.)$

$28\mathrm{.}867$ m

$28\mathrm{.}927$ m

$29\mathrm{.}327$

$28\mathrm{.}677$ mQuestion $1($Mandatory$)(1$ point$)$

Given the following information, what is the MBE for the storm sewer only? Note: Contour elevations are in metres. Be mindful of other values as they are presented in either metres or millimetres. Only include the applicable values in your calculations. Total fall calculations can be based on the building's length & width $($i$.$e$.,$ no need to offset from the building footprint$).$

Storm invert elevation: $27\mathrm{.}955$ m

Horizontal distance for storm line from property line to building: $6\mathrm{.}600$ m

Slope from invert elevation to building: $2\%$

Sump allowance: $200$ mm

Building length $($L$)$: $12\mathrm{.}000$ m

Building width $($W$)$: $7\mathrm{.}000$ m

Slope for perimeter drain pipe $($weeping tile$)$: $1\%$

Plumbing pipe allowance: $300$ mm

Storm pipe diameter: $100$ mm

Concrete slab thickness: $100$ mm