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<br /> I- <br /> I. maintenance. In general, the pumps have been running weU according to operating personnel. <br /> . Preliminary Recommendations: <br /> In general the station is in good condition and the routine maintenance program is doing <br /> . as good job of maintaining the facility. The wet weU has some safety considerations which are <br /> knovvn by operating personnel and safety precautions are observed when working in this <br /> environment. <br /> . Lift Station Number 3 <br /> . Location: County Road E and Siems Court <br /> Type: Wet well! Dry well <br /> Manufacturer: Cantex with Fairbanks Morse Pumps <br /> . Construction: Steel Tube wet weU, Concrete Dty well <br /> Design Capacity: \50 gpm at 48 feet TDH <br /> Constructed: \960, replaced one pump volute and repaired one volute in July 1995 <br /> . <br /> Co=ents: <br /> I The dry well tube appears to be leaning slightly but it is difficult to determine whether this <br /> has always been the case or it occurred in the recent past. The dry weU appears to be in fair <br /> condition but the floor is corroded and there is standing water on the floor opposite the sump <br /> .. pump. <br /> The wet weU is a fOUI (4) foot diameter concrete structure which appears to be in good <br /> condition. <br /> . According to operating personnel, this station has ben operating reasonably well and <br /> required ouly routine maintenance except for the volute replacement in the summer of 1995. <br /> I Preliminary Recommendations: <br /> The dry well should be monitored to determine whether or not the vertical alignment is <br /> continuing to deteriorate. In addition the dry weU should be cleaned and recoated to provide <br /> . corrosion resistance. It may be possible to correct the "wet floor" problem due to the uneven <br /> floor with some filler material following the cleanup of the flOOL <br /> . Lift Station Number 4 <br /> I Location: Arden Place <br /> Type: Wet well! Dry well <br /> Manufacturer: Cantex with Fairbanks Morse Pumps <br /> I Construction: Concrete wet well, Steel tube dry well <br /> Design Capaciry: 200 gpm at 48 feet TDH <br /> Constructed: 1960 <br /> . In 1993, replaced one pump impeller and volute and rebuilt the one motoL <br /> . Co=ents: <br /> I There is some corrosion on the dry well cover and the interior of the access tube. The dry <br /> I <br />