14-Q-4816_Revised_SOW_Paragraph.pdf

The contractor shall remove the existing non-potable water tank and pump. The contractor shall provide and install a new 1,500 GL vertical capacity storage tank. The contractor shall provide and install a new Jet pump. The contractor shall place the jet pump on the concrete pad as close as possible to the wall leaving enough space to allow for servicing. The contractor shall install new PVC piping, fittings, valves, gauges, and all other equipment needed to establish a working non-potable water supply system. The contractor shall insulate the exterior pipes with exterior insulation and cover with an aluminum jacket. The contractor shall install a NEMA 3 non-fused lockable disconnect on the exterior of the BLDG 3028 in accordance to NEC. The contractor shall refer to Part 2 Photo for location of the water tank. All electrical connections shall be water tight. The contractor shall provide and install a new 750 GL reinforced concrete septic tank, including leach field. The contractor shall provide a detailed drawing of the new septic tank. The drawing will need to include 2 two-way clean outs. The contractor shall use schedule 80 PVC from BLDG 3028 to the septic tank. Flood Plain Development permit must be obtained from the McMullen County . The contractor shall refer to Part 1 and 2 of the on-site Sewage Facility Soil Evaluation report. The contractor shall refer to Part 3 Photo for the septic tank location.