Baba, Adama OlekaJatau, B.S.Fadele, S.I.2023-12-142023-12-142013-02-041) Aderinto, A. 1986, Estimation of aquifer transmissivity in the Basement Complex using Dar Zarrok parameters. Unpublished M.Sc. Thesis. Department of Geology, university of Ibadan pp 50-60. 2) Ako, B. D. and Olorunfemi M.O.1989, Geoelectrical survey for groundwater in the newer basalts of Jos, plateau state. Journal of Mining and Geology 25, pp. 247-250 3) Baba, A. 2007,Surface and Groundwater Availability in Ahmadu Bello UniversityMain Campus Samaru, Zaria. Unpublished Master’s thesis submitted to the Department of Geology Ahmadu Bello University. 4) Dan Haassan and Olurunfemi, M.O. 1999. Hydro-geophysical investigation of a basement terrain in north-central part of Kaduna state, Nigeria. Journal of Mining and Geology, Vol. 35(2) pp. 189-206. 5) IXD Inversion 2004. D.C resisstivity Data interpretation software copyright Interpex Ltd P.O.Box 837 golden Colorado 80402 6) Jones, M. J. 1985. The weathered zones aquifers of Basement Complex area of African. Quarterly Journal of Engineering Geology, London Vol. 18, pp. 35-45 7) Odusanya B.O. and Amadi, U.M.P. 1990. An empirical resisitivity model for predicting shadow groundwater occurrence in the Basement Complex. Water Resources Journal of Nigeria association of Hydrogeologist 2, pp. 77-87. 8) Olayinka, A.I. and Olorufemi, M.O. 1992, Determination of geoelectrical characteristics in Okene area and implication for borehole siting. Journal of Mining and Geology 28, pp. 403-412. 9) Olurunniwo, M.A. and Olorunfemi, 1987. Geophysical investigation for ground water in Precambrian terrains: A case history from Ikare, South-western Nigeria. Journal of African earth sciences 6, pp. 787-796.https://keffi.nsuk.edu.ng/handle/20.500.14448/5612Hydrogeophysical investigation was carried out in Ahmadu Bello University Farm Area. The results obtain from the field were converted to response curves; depth of penetration of current to layers, resistivities, thicknesses, and groundwater potential were deduced. Water potential in the area shows three unit of water system at various depths (10 meter. 42 meter, and 82 meter). The apparent resistivity values ranges from as low as 29 ohm meter to as high as 25,027 ohm meter. This is an indication that some area might be clay formation while other areas are highly consolidated. IXID curve modeling of the area reveal 6–7 lithologic sequences with various thicknesses consisting of Top soil, Sandy clay, Fine to Medium sand, Coarse sand, Weathered Basement, Fractured Basement, and Fresh Basement. Water bearing zones are within the third to sixth lithologic layer; this is due to the moderate resistivity values obtain. The lithostratigraphy controls the occurrence, type, and behaviour of the aquifer units in the area. Three aquifer systems were demarcated from the lithologic sequences: Soft Overburden Aquifer, Weathered Aquifer, and Structural Controlled Aquifer. The three aquifer unit flows through a ground channel to River Shika. The Soft Overburden Aquifer towards the Kubanni Dam was divided to three members; Fine grained sand, Medium grained sand, and Coarse grained sand. The groundwater in the members flows towards the Kubanni Reservoirs. Their water level varies with regional rainfall as input and output (recharge and evaporation). The three aquifer type (Soft Overburden, Weathered, and Fractured Aquifer) of the area depict varied water potential form one spot to another.enlithostratigraphy, Soft Overdurden, Weathered Basement, Fractured Basement, and Fresh Basement. I.Article