The study aim to elucidate importance of site investigation using geotechnical and
chemical inference for project feasibility. Sugarcane varieties ie hybrids respond
differently to different environmental condition of soil. Exploratory pit samples were
collected for the purpose of laboratory inference to enhance the integrated analyses of
the Bulk Water Supply area evaluation. About 0.2g of each sample was digested in a
Teflon digestion bomb using ultra-pure NHO3 and HF. An aliquote of the digestate
was put on quartz sample carrier and dried under infrared lamp for Geochemical
analysis. Findings revealed Shear box test of the soils revealed cohesiveness with
angle of internal friction that ranged from a value of 18°-31° with shear strength (C)
that varied between 2-18KN/m2.P2-LAF sample recorded a liquid limit value of
17.14%, plastic limit of 21.4% and Plasticity index of 4.96% with adequate load
bearing capacities for strip, pad and circular foundation types. pH of assessed
samples were moderately acidic ranging from 1.80-4.14, Electrical conductivity
ranged from 18.50 to 66.0 μS/cm, Sodium Adsorption Ratio gave a value that ranged
from 0.004 to 1.56. The mean porosity of the soil medium ranged from 22.05% to
34.08%. Organic carbon measurement ranged from 18.50% to 66.00% while the
maximum water holding capacity of the area is said to be moderate with recorded
values ranging from 21.1% to 31.5%. The study concluded that the area is non-toxic,
tectonically stable and non-hazardous, thus, feasible and viable for Bulk water
supply area that will serve the proposed sugarcane plantation.
Keywords: Aliquote, Montmorillonite, Plastic limit, Strip, Electrical conductivity and
Bulk water
