To develop the conceptual model aerial photography, geologic mapping, topographic mapping, surface water mapping, and data on potential sources of contamination were analyzed. Locations for the initial set of six monitoring wells were then chosen based on the conceptual model and the results of a soil sampling program.
Because the site is underlain by fractured volcanic rock, a range of borehole geophysical tools were used to investigate the hydrogeology. Six boreholes were completed to depths up to 325 feet below ground surface. Initially caliper, natural gamma, acoustic televiewer, optical televiewer, self potential, single-point resistance, formation resistivity, fluid temperature, and fluid conductivity logs were collected in each well.
These data were used to select zones for heat pulse flow meter (HPFM) logging. HPFM logs were collected first under ambient conditions and then under pumped conditions. The results of the HPFM logging were used to identify intervals for packer testing and sampling. The results of the packer testing, along with the other borehole geophysical data, were used to design a multilevel monitoring well for each location. The Flexible Underground Liner Technology (FLUTe) multilevel well system was chosen for use at the site. After the multilevel monitoring wells were installed, water levels were measured and ground water samples were collected to characterize ground water quality.