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� <br /> � from freezing. Recommend using 2' x 8' sections of 2" thick polystyrene <br /> insulation centered over pipe. <br /> � In addition to the information provided here the City of Orono Code requires the <br /> following and must be followed by the contractor: <br /> � Pumping stations.In order to standardize installation and electrical connection methods, the following <br /> pumping station requirements must be met in addition to Minnesota Rules chapter 7080: <br /> � Electrical connection. <br /> i. A watertight, lockable electrical box must be mounted on a four-inch-by four-inch treated <br /> redwood or cedar post. <br /> � ii. All electrical connections shall be made within the box.Pump connection must not be made <br /> using a direct line(plug-in only). Wire entry to the electrical box shall be sealed with a <br /> watenight material such as foam or putty. <br /> � iii. Alarm and pump floats shall be on separate electrical circuits. <br /> iv. Electrical wire from the power supply must not run over any tanks but must be laid beside the <br /> � tanks and placed in conduit along the electrical post. <br /> v. Electrical cords from the pump and floats must be run through a rivo-inch PVC(or <br /> equivalent)conduit(schedule 80)with a one-inch gap between the conduit and the electrical <br /> � box.Electrical cords must not run through or under the manhole cover. Wires must not have <br /> ground contact. <br /> Pumping chamber. <br /> � i. Pressure pipe exiting the pumping chamber must be laid on a uniform slope up to the soil <br /> treatment area for proper drain back. The pressure pipe must be sleeved inside a larQer <br /> diameter pine for additional support ifspanningeround that has been excavated.If the pipe <br /> � at the tank must be lower than union to get elevation for drain back, a one-quarter-inch weep <br /> hole must be used. <br /> ii. When the soil depth above the pressure distribution pipe is less than 3 1/2 feet, insulation <br /> � must be added to achieve an insulating factor egual to 3 1/2 feet of soil to decrease the <br /> potential for jreezing(Styrofoam or concentric piping are acceptable methods).Piping under <br /> hardcover,such as tennis courts or driveways,shall be insulated pipe or equivalent. <br /> iii. A reserve capacity egualing 75 percent of the anticipated daily flow must be allowed in the <br /> pumping chamber beriveen the alarm activatBon level and the pump tank inlet. <br /> 1 1 <br /> � Limitations <br /> - Our investigation, layout, design and recommendations aze based on data submitted. If <br /> � conditions considerably different from those described in this report are encountered, we <br /> should be called to observe the conditions. If proposed construction is changed, we must <br /> be notified to evaluate the effect of the changes on the wastewater system. <br /> � <br /> � . <br /> � <br /> � 5 <br />