The abrupt declivities of the river being higher of the side of Good Jesus of the Itabapoana, force waters if to espraiarem for the side of Good Jesus of the North. The biggest severity of floods in the end of the Quarter Side Line, is also justified for the presence of as meandro and for the proximity of the rocky bulk. We go to analyze the flood that occurred in 1906. At that time, with all the certainty, the Hidrogrfica Basin of the River Itabapoana still had an almost unbroken vegetation, what it takes in them to affirm that had little superficial draining (overflowed), the streets of the existing villages were not paved, being slow the draining of pluvial waters. They are situations that do not contribuam for an instantaneous increase of the puncture of full.
This still more strengthens our thesis of that the hidrogeogrficos accidents, that already existed at that time, had been and will continue being the main .causing agents of floods. These conclusive studies the one that we arrive, had had as support technician images of satellite of the Google Earth Program and, field comments. It so only remains to create us alternatives for our convivncia with future floods. The installation of a system of alert against flood is necessary and urgent for the transmission of information in real time to all the units of the Civil Defense. One is about a system of monitoramento with permanent information on the rain index and the level of the river. Thus, the population in a general way, could, of beforehand, if to program for a possible flood. A measure to be provided by the city hall, would be the acquisition of motorized boats to help people whom they were needing urgent atendimentos. At last, they are some ideas, but a bigger mobilization of the society good-jesuense is necessary to seriously argue this problem of our region, to be able to contribute for one better quality of life of our descendants.