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1978-09-28 Septic System Design Report
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1978-09-28 Septic System Design Report
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Last modified
9/3/2025 10:15:16 AM
Creation date
9/3/2025 10:09:41 AM
Metadata
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x Address Old
House Number
2280
Street Name
Devin
Street Type
Lane
Address
2280 Devin Lane
PIN
0311723220016
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4 <br />II. PUMPING <br />A 600-gallon capacity tank, placed in series with the sewage tank, <br />shall be manufactured and installed in compliance with the following <br />specifications. See Figure 1 for location. <br />1. PUMPING CHAMBER <br />A. The pumping chamber shall be watertight and constructed of <br />sound and durable materials not subject to excessive corrosic- <br />or decay. <br />B. There shall be one or more manholes, at least 20 inches least <br />dimension and preferably located directly above the dosing <br />devi. The manhole shall extend through t,ie dosing chamber <br />cover to final grade and shall be so constructed as to pre- <br />vent unauthorized entry. <br />2. PUMPS FOR PRESSURE DISTRIBUTION <br />A. A pump shall deliver the dose to the soil treatment area. <br />B. The pump discharge capacity shall be at least 30 gallons per <br />minute for a three -bedroom or smaller dwelling and an addi- <br />tional ten gallons per minute for each bedroom above three. <br />C. The pump shall be cast iron or bronze fitted and with stain- <br />less steel screws or constructed of other sound, durable and <br />corrosion -resistant materials. <br />D. The quartity of effluent delivered for each pump cycle shall <br />be no more than 25 percent of one day's sewage flow or 200 <br />gallons, whichever is greater. <br />E. The pump discharge head shall be at least five feet greater <br />than the head required to overcome the pipe friction loss <br />and the elevation difference between the pump and the <br />distribution system. <br />F. An alarm device shall be installed to warn of pump failure. <br />For dwellings, there should be reserve storage volume equal <br />to one day's sewage flow based on 150 gallons per bedroom. <br />III. DRAINFIELD <br />1. LOCATION <br />A. Mounds shall be i,-.:ated on flat areas or crests of slopes <br />whenever possible. <br />B. Mounds shall not be located on natural slopes of more than <br />3 percent if the percolation rate in all layers of natural <br />or fill soil to a depth of at least 24 inches below the sand <br />layer of the mound is slower than 60 minutes per inch. <br />- 7 - <br />
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