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Final Draft - Infiltration and Inflow Report June 1998
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Final Draft - Infiltration and Inflow Report June 1998
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north of Paris drains northeast into the Red River. To the south of Paris, the water <br />drains southeast into North Sulphur River. Approximately 42 percent of the area is <br />used for pasture and hay, 33 percent for crops, 13 percent for woodlands, 4 percent <br />for range, and 8 percent for urban land, federal military land and water area. <br />F. Geology <br />In the City of Paris, approximately 80% of the soils and sub-soils consist of <br />Annona, Freestone and Woodtell types. The remaining 20% is predominantly <br />made up of Wilson, Normangee and Crockett soil types. Soil permeability ranges <br />from slowly permeable to very slowly permeable. These properties generally <br />reduce the effects of long-term infiltration, but at the same time these soil types <br />have a tendency to magnify inflow intensity. <br />G. Population <br />The population of Paris, according to the 1990 U. S. census, was 24,699 persons. <br />In the same year, the population of Lamar County was recorded at 43,949 persons. <br />H. Present Conditions <br />The Flow Monitoring Study conducted by ADS in October 1996 determined that <br />the infrastructure decay of the City of Paris resulted in excessive inflow and <br />infiltration, deficient wet weather and dry weather capacities, as well as overflows, <br />in more that half of the basins monitored. Rainfall resulted in surcharge and <br />backwater conditions at ten monitoring sites. The current sanitary collection <br />system is composed of both gravity and force mainline collection pipes. The <br />materials utilized for the construction of the force mains include PVC and cast iron <br />pipe. Gravity mains in the collection system are constructed of vitrified clay, PVC <br />and cast iron and range from 6 inches to 27 inches in diameter. In general, service <br />lines are 4 inches in diameter. <br />ADS Environmental Services, Inc. <br />II-3 <br />
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