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recirculating textile filter system(Figure 7) with four pods,40 square-foot each, provides advanced <br /> treatment. The treated effluent is discharged into 960 linear feet of disposal field. The quality of the <br /> effluent prior to subsurface disposal is expected to equal or exceed what was previously discharged, <br /> directly into the river, by the package plant. This system is expected to discharge BODS and TSS of less <br /> than 10 mg/l. Average results are shown below. The control panel is outfitted with a remote telemetry <br /> unit that monitors and records flow and pumping data, as well as alerting maintenance personnel of any <br /> alarm conditions. <br /> Steamboat Ranger Station Flow BODS TSS TKN NO3-n TN FC <br /> gpd mg/L mg/L mg/L mg1L mg/L MPN1100 ml <br /> Septic Tank Effluent 2,126 167 15 26.1 0.9 27 na <br /> Textile Filter Effluent 2,126 1.8 0.4 2 23 25 na <br /> Fmm eaYvt <br /> sc+.cr Rep rove <br /> Ta d-r a <br /> It- w.am dmua i.it <br /> �£f>tutm Pane ! <br /> Two 1500 gallon <br /> recirculating tanks <br /> Textile filter <br /> Figure 7: Steamboat Ranger Station Textile Filter System Schematic <br /> Camp Lomia, Arizona <br /> Camp Lomia—a summer camp operated by the LDS Church—is located near the 6000 foot elevation in <br /> Arizona, about an hour's drive northeast of Flagstaff. Its facilities include cabins, bathhouses, and <br /> lodges. Prior to the installation of the textile filter, wastewater was collected in holding tanks, the <br /> contents of which had to be pumped and hauled throughout the summer. The original gravity septic tank <br /> systems had failed several years earlier and were shut down by the Arizona Department of <br /> Environmental Quality due to inadequate treatment in the shallow, dense clay soils and to contamination <br /> of a nearby stream. Phase I,completed in May of 1999, consists of an effluent collection system and <br /> textile treatment system similar to the Steamboat Ranger Station's, although on a larger scale. The <br /> design-engineering firm, Agra Infrastructure, originally selected a recirculating sand filter for treatment, <br /> but had difficulty locating a local source of good quality media. The treatment system is designed to <br /> handle I2,000 gallons per day. Results for the summer of 1999 are as follows: <br /> NTP-FLT-TRB-ESB-HLB-1 <br /> ZW <br /> Page 9 <br />