By this study, we aim to elaborate ``Pratical Process based on ICT``(Innovation) for management of every waste produced in our environment in order to improve conditions of life. We have used some geolocalisation softwares, Internet connection and Microsoft Excell as technology to perform this work. Our interest was focused on hold housing wastes, pluvial and used liquid waste. Our mind was to manage waste produced in our environment in order to improve life in it. So, we did our study in a city called Soweto in Abidjan- Ivory Coast located in Africa. The general purpose of this study is Innovative. Waste Management System (IWMS) consisting to collect, transport, dispose or/ recycle and control waste. According to these four subsystems developed, the focus of this study was on collection/production system of waste and control systems. For liquid waste, functional infrastructure network is ideal for collection/transportation of and have been done. For used waste, drainage or/with connection of toilet septic tank is the best according to simulation results. For solid waste, frequently collection of waste` has been chosen. Collection must be applied by installation of gabage in a relative architecture in the city, visdange of, transportation to discharge for treatment. We modeled the productions of waste according to our survey and shape a created system of production management for. The concept on control consisted to adapt frequency of collection in certain architecture of city with production of wastes. At the end, test of this system management of waste has been made and the results were good depending of three conditions elaborated. 13 criteria have been defined: Length (m), Number of potholes (NoP); Number of discharges point for collected cumbersome waste (NoDP); Length of Irrigation Network to clean (LoIN); Number of septic tank to drain (NoFV); Total areas (m2) of potholes (TAoP); Total volumes (L) to drain (TVV); Total Volume of Drainage Point (T) to clean (TVoDP); Volume of used waste/Pluvial (HL) to clean (VoUW); Volumes (L) of cleaning water needed (VoCWN); Number of Crossroads ( NoC); Number of collection Point (NoCP), Number of empty areas (NoNA). Only 5 have been considered for simulation. With satisfaction obtained, we think that this system can be used in many fields. Other studies will consist to perform 2 others systems (transportation, treatment recycle).