Excavation, labor $7.50 Materials delivered 46.60 Three-inch siphon, including freight 15.75 Construction, labor 28.00 Supervision 5.00 ------ Total 102.85 The quotations in the following table will be found useful in making estimates of cost: _Cost per foot of pipe and drain tile_ (Approximate retail prices, Washington, D. C., February, 1928) ------------------------------------+----------------------------------- | Size, in inches. Kind of pipe. +--------+--------+--------+-------- | 3 | 4 | 5 | 6 ------------------------------------+--------+--------+--------+-------- | | | | Extra heavy cast-iron soil pipe | $0.23 | $0.31 | $0.40 | $0.48 Vitrified salt-glazed sewer pipe | .15 | .15 | .22½ | .22½ Clay or shale drain tile | .06 | .07 | .10 | .13 | | | | ------------------------------------+--------+--------+--------+-------- The cost of cast-iron fittings may be roughly estimated as follows; Bends, one and one-half times the price of straight pipe; =T=-branches, two times the price of straight pipe; reducers, average of the prices of straight pipe at each end. The cost of clay bends, =T=-branches, reducers, and increasers may be roughly estimated at four times the price of straight pipe. =Operation.=--Attention must be given to every plant to insure success. Unusual or excessive foulness should be investigated. No chemicals should be used in a septic tank; garbage, rags, newspaper, and other solids not readily soluble in water should be kept out of sewers and tanks. The plant should be inspected often, noting particularly if the siphon is operating satisfactorily. If scum forms in the settling chamber it should be removed, and the sludge should be bailed or pumped out yearly. Frequently tanks are not cleaned out for three or four years, resulting in large quantities of solid matter going through to the distribution system and clogging it. Clogging may occur in the tile or in the adjacent soil. In either case the tile should be dug up, cleaned, and relaid. In some cases it has been found advantageous to relay the tile between the former lines. When sewage is applied to fairly porous land at the slow rate here recommended and the plant is well handled the tile lines should operate satisfactorily for many years. Liming heavy soils tends to loosen and keep them sweet. =Field data.=--As a basis for outlining or designing a suitable installation the following data should be known: