30 Sep 01
C-4. Geotechnical Design.
a. Settlement Analysis.
Has settlement of the waste been evaluated?
Has settlement of the foundation been evaluated?
minimum slope of 3%?
b. Stability Analysis.
Were appropriate factors of safety used for stability analyses?
Has a stability analysis been performed on all cover
interfaces using site-specific shear strength testing data?
Has a stability analysis of the waste fill mass and
foundation been evaluated?
Have special conditions such as seismic and seepage
forces been considered?
c. Test Fill.
Are test fill construction and testing criteria addressed?
d. Borrow Areas.
Have economical borrow sources been located and
investigated for all cover component materials?
Have haul routes from the borrow sources been identified
Do the specifications require all borrow materials be
e. Ground Water Monitoring.