Question #$2$: A proposed development will be constructed without any basement structure. Its lowest

finished floor elevation $($FFE$)$ will be a slab$-$on$-$grade at the current ground elevation shown on the

attached borehole. The foundations will be shallow spread footings resting a minimum of $300mm$ into

native, or below the frost depth of $1\mathrm{.}2$ meters below grade, whichever is deeper. Refer to the details of

the attached borehole and propose a quls and $q_{s|s}$ value. You may assume the following parameters

apply. $(6)$