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b. TSS Concentration <br /> Influent— mg/1 (No Design Listed) <br /> c. Effluent Fecal Coliform Geometric Mean— colonies/100 ml <br /> Permit Condition—200 organims/100 ml <br /> d. Flow- Average Daily Flow— 54,511 gallons (Design—121,795 gal/day) <br /> Maximum Daily Flow—65,274 gallons <br /> Minimum Daily Flow—45,540 gallons <br /> Total Monthly Flow— 1,580,828 gallons (as of the 29th) <br /> II. Operations and Maintenance: <br /> • The monthly MPCA Discharge Monitoring Report was completed and submitted as <br /> required. <br /> • Sampled all monitoring wells around ponds and spray site. <br /> • With the problem of both slide gate valves in need of repair, Rice Lake construction <br /> will do the necessary repairs. A commercial diver was used to place a inflatable ball <br /> into the outlet of the second pond. Water was then pumped over from the primary pond <br /> to get it low enough to begin the repairs, however there wasn't enough room to hold all <br /> of the water in the pond and began overflowing back to the primary pond. Another ball <br /> will be placed into the outlet pipe of the primary pond so the repairs can take place. <br /> • A power outage occurred on Sunday the 12th and the generator was used for about 11/2 <br /> hrs, before power was restored. Two of six emergency lighten fixtures did not work, <br /> and batteries were then purchased and tested fine. <br /> Report Submitted By: Gary Giltner <br /> Water/Wastewater Supervisor <br /> City of Pequot Lakes <br />