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Design loading - 16 weeks <br /> Stress loading - 7.5 weeks <br /> Design loading - 2.5 weeks <br /> During the design loading periods, flow proportioned 24-hour composite samples are collected of the influent , <br /> and effluent five days per week. The influent and effluent samples are analyzed for carbonaceous five-day <br /> biochemical oxygen demand, and total suspended solids concentrations. On-site determinations of the <br /> effluent temperature and pH are made five days per week. Upon the request of Orenco System Inc., effluent <br /> turbidity was also measured five days per week. <br /> Stress testing is designed to evaluate how the plant performs under non-ideal conditions, including varied <br /> hydraulic loadings and electrical or system failure. The test sequence includes (1) Wash Day stress, (2) <br /> Working Parent stress, (3) Power/Equipment Failure stress, and (4) Vacation stress. Detailed descriptions <br /> of the stress sequences are shown in Appendix B. <br /> During the stress test sequences, 24 hour composite samples are collected before and after each stress <br /> dosing pattern. The analyses and on-site determinations completed on the samples are the same as <br /> described for the design load testing. Each stress is followed by seven consecutive days of dosing at design <br /> rated capacity before beginning the next stress test. Sample collection is initiated twenty four hours after <br /> completion of wash day, working parent, and vacation stresses, and beginning 48 hours after completion of <br /> the power failure stress. <br /> In order for the plant to achieve Class I effluent it is required to produce an effluent which meets the EPA <br /> guidelines for secondary effluent discharge': <br /> (1) CBOD5: The 30-day average of effluent samples shall not exceed 25 mg/L and each 7-day <br /> average of effluent samples shall not exceed 40 mg/L. <br /> (2) Suspended Solids: Each 30-day average of effluent samples shall not exceed 30 mg/L and each <br /> 7-day average of effluent samples shall not exceed 45 mg/L. <br /> (3) pH: Individual effluent values remain between 6.0 and 9.0. <br /> Requirements are also specified for effluent color, odor, oily film and foam, as well as maximum noise levels <br /> allowed from the plant. <br /> 2.3 Test Chronology <br /> The system was installed under the direction of the manufacturer on May 9, 2001. The infiltration/exfiltration t <br /> test was completed on May 11, 2001. The plant was filled with 2/3 fresh water and 1/3 raw sewage and <br /> dosing was initiated at the rate of 500 gpd, beginning May 13, 2001. Sampling was initiated on May 14, <br /> 2001. However, the test was officially started on May 20, 2001 since there were only three sample days <br /> during the first week. The stress test sequence was started on September 10 and ended on October 23, and <br /> testing was completed on November 16, 2001, <br /> 01111/20151060 This report may not be reproduced in whole or in part Page 8 of 46 <br /> Final Report without the expressed written consent of NSF International. April 2002 <br /> t <br />