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MODIFIED AERATED LAGOON WITH TERTIARY WETLAND TREATMENT

机译:改良充气泻湖与三级湿地治疗

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In 1990, Tangipahoa Parish Sewerage District No. 1 was required to provide sewer service to an area Southeast of the City of Hammond, but lying out of the city limits, which consisted of a densely populated area of subdivisions and apartment complexes with individual or no waste treatment. None of the existing subdivision treatment plants could be expanded to service the entire eighteen (18) square mile area nor would the City of Hammond provide sewer service to the area. Several older developments had collection lines but no treatment, resulting in the discharge of large quantities of untreated waste. Further, the area was too affluent to qualify for a grant for the entire area. In addition to a sewer collection system, the area would require a sewerage treatment facility capable of treating a minimum of 200,000 gpd and a maximum of 500,000 gpd. No existing treatment process would provide the level of treatment required for the funds that were available for the project. Because of the fixed cost of the collection system only two hundred fifty thousand dollars ($250,000.00) was available to acquire the site and build the waste treatment facility. Further, the facility had to have low operating cost due to the fact that the District did not have a tax base and had to operate solely on sewer service charges. Tangipahoa Parish Sewer District No. 1, whose jurisdiction the area fell under, sought and received a low interest loan from FmHA. However, the maximum amount that could be borrowed was eight hundred thousand dollars ($800,000.00). Because of the fixed cost of the collection system, only two hundred fifty thousand dollars ($250,000.00) was available to acquire the site and build the waste treatment facility. Therefore, in 1991, a new type of facility was designed and constructed specifically for this application in order to reduce construction and operation cost and improve reliability. The facility was based on empirical design parameters amassed by the District since its inception. This facility was so successful that a second facility was constructed in the Velma Community in 1995 using LCDBG funds. Both facilities have been extensively tested to empirically determine their operating parameters and to verify the design used.
机译:1990年,Tangipahoa Parish Sewerage District District District Adtrage No.1号被要求为哈蒙德市东南地区提供下水道服务,但撒谎的城市限制,这些限制包括一个人口稠密的细分区和公寓大楼与个人或没有废物处理。没有一个现有的细分处理厂可以扩展到服务整个十八(18)平方英里地区,也不会将哈蒙德市为该地区提供下水道服务。几个较旧的发展有收集线但没有治疗,导致大量未经处理的废物排放。此外,该地区过于富裕,以资格获得整个区域的补助金。除了下水道收集系统之外,该地区还需要污水处理设施,能够治疗最少200,000 GPD,最多500,000 GPD。没有现有的治疗过程将提供该项目可用资金所需的治疗水平。由于收集系统的固定成本仅需二十五万美元(250,000.00美元)即可获得该网站并建立废物处理设施。此外,由于该地区没有税基,该设施必须具有低运营成本,并且不得不完全运营下水道服务费。 Tangipahoa教区下水道区1号,该地区该地区的司法管辖区遭受了下跌,追求并收到FMHA的低利息贷款。但是,可以借入的最高金额为八十万美元(800,000.00美元)。由于收集系统的固定成本,只有两百五万美元(250,000.00美元)可获得该网站并建立废物处理设施。因此,1991年,专门设计和构建了一种新型设施,以降低施工和运营成本并提高可靠性。该设施基于自成立以来,基于该区分配的经验设计参数。这家工厂如此成功,即使用LCDBG资金在1995年在Velma社区建造的第二个设施。两种设施都经过广泛测试,以凭经验确定其运行参数并验证所使用的设计。

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