A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design consisted basically of 8 and 10-in. permanent public sewer pipe in normal-depth, normal-width trench on grades to meet future service requirements, combined with 4-in. perforated effluent distribution pipe parallel and 3 in. above main, with both pipes enveloped in filter media; standard precast manholes were spaced 500 ft apart; alignment chosen was in road right-of-way roughly parallel to and about 20 ft from edge of pavement; existing septic tanks were all pumped and checked before new outlets to drain were connected; combination of temporary and permanent sewering techniques was found satisfactory for temporary waste water disposal.
Design consisted basically of 8 and 10-in. permanent public sewer pipe in normal-depth, normal-width trench on grades to meet future service requirements, combined with 4-in. perforated effluent distribution pipe parallel and 3 in. above main, with both pipes enveloped in filter media; standard precast manholes were spaced 500 ft apart; alignment chosen was in road right-of-way roughly parallel to and about 20 ft from edge of pavement; existing septic tanks were all pumped and checked before new outlets to drain were connected; combination of temporary and permanent sewering techniques was found satisfactory for temporary waste water disposal.
Interim sewerage plan
Pub Works
Dalton, W.C. (author)
Public Works ; 98
1967
Article (Journal)
English
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