Drilling Case Studies
Major Oil Storage Terminal Remediation Infrastructure Installation and Investigation
Craning the Rig into Tight Spaces
Landfill Site Investigation – Borings Cased through Liner
Chemical Facility Supplemental Investigation – Bedrock Coring and Wells
Major Oil Storage Terminal Remediation Infrastructure Installation and Investigation – Craning the Rig into Tight Spaces top
Aztech Technologies installed a series of two-inch and four-inch ID stainless steel remedial wells in the
footprint of a four-acre petroleum product plume. The wells were installed for the purpose of free product recovery
via down well pumps and soil vapor extraction. The stainless steel remedial wells were completed at depths ranging
between 12 feet and 25 feet below grade in boreholes that were continuously sampled to depths as much as 32 feet
below grade depending on their location. Several of these remedial wells were installed inside of the secondary
containment areas of two major oil storage terminals and many of these locations were situated between aboveground
tanks with working spaces tighter than 60 inches in width. Our 48” wide track-mounted drill rig was placed into
locations between tanks via crane and navigated over the aboveground piping on a system of cribbing and temporary
bridges that were designed and constructed by Aztech Technologies.
Landfill Site Investigation – Borings Cased through Liner top
Aztech Technologies installed ten four-inch inside diameter (ID) protective PVC casings through an industrial
landfill constructed for storage of PCB-impacted soil. The borings were advanced via 6-5/8 inch hollow stem augers.
One split spoon sample was collected from the first four feet in order to verify the presence of the landfill
capping material. The hollow stem augers were subsequently advanced to a depth of approximately 15 feet where
continuous split spoon sampling commenced. The boreholes were continued incrementally until they were advanced two
feet into the clay liner material. Four-inch ID PVC casing was subsequently installed inside of the hollow stem
augers and seated into place. A cement-bentonite grout mixture was tremied into the annular space between the
borehole walls and the PVC casing as the augers were withdrawn from the borehole. This technique ensures that the
casing is sealed into the borehole and prevents leakage of potentially PCB-impacted liquids from the bottom of the
landfill. Aztech returned to the site in the following weeks to collect 2-¼ inch diameter MacroCore samples at each
cased location using direct push technology, from the native soils below the landfill liner. After completing the
soil sampling, each boring was tremied with a cement-bentonite mixture to extend up into the protective casing.
Chemical Facility Supplemental Investigation – Bedrock Coring and Wells top
Aztech Technologies installed a series of overburden monitoring wells and direct push soil borings that
included collection of both continuous and depth-discrete soil and/or groundwater samples. The scope of work
also included completion of monitoring wells within the bedrock/overburden interface as well as cased bedrock
monitoring wells. The cased bedrock monitoring wells were completed by tremie grouting a four-inch steel casing
into a “rock socket”, and obtaining bedrock cores after the grout mixture had sealed the steel casing into the
rock socket. Well depths associated with this project ranged from 15 to 82 feet below grade.