ETL 1110-1-162
30 Sep 01
C-4. Geotechnical Design.
a. Settlement Analysis.
Has settlement of the waste been evaluated?
Y__N__N/A__
Has settlement of the foundation been evaluated?
Y__N__N/A__
After settlement or consolidation, will the cover have a
minimum slope of 3%?
Y__N__N/A__
b. Stability Analysis.
Were appropriate factors of safety used for stability analyses?
Y__N__N/A__
Has a stability analysis been performed on all cover
interfaces using site-specific shear strength testing data?
Y__N__N/A__
Has a stability analysis of the waste fill mass and
foundation been evaluated?
Y__N__N/A__
Have special conditions such as seismic and seepage
forces been considered?
Y__N__N/A__
c. Test Fill.
Are test fill construction and testing criteria addressed?
Y__N__N/A__
d. Borrow Areas.
Have economical borrow sources been located and
investigated for all cover component materials?
Y__N__N/A__
Have haul routes from the borrow sources been identified
and evaluated?
Y__N__N/A__
Do the specifications require all borrow materials be
tested for contamination?
Y__N__N/A__
e. Ground Water Monitoring.
C-10
Previous Page
