. Minutes of the joint meeting in the matter of an outlet sewer .. . rom the congestion of the Joint Seweralong the valley of the Elizabeth River can only be obtained byincreasing the carrying capacity of the Joint Trunk Sewer fromLyons Avenue to Lindsley Street, a distance of 4,760 feet. Thiscan be done most cheaply by laying a vitrified pipe sewer im-mediately to the east and parallel to the existing 24-inch this new sewer is made 24 inches in size, it will have a carryingcapacity of 6,000,000 gallons daily, and its construction will en-tirely relieve the congestion and do away with
. Minutes of the joint meeting in the matter of an outlet sewer .. . rom the congestion of the Joint Seweralong the valley of the Elizabeth River can only be obtained byincreasing the carrying capacity of the Joint Trunk Sewer fromLyons Avenue to Lindsley Street, a distance of 4,760 feet. Thiscan be done most cheaply by laying a vitrified pipe sewer im-mediately to the east and parallel to the existing 24-inch this new sewer is made 24 inches in size, it will have a carryingcapacity of 6,000,000 gallons daily, and its construction will en-tirely relieve the congestion and do away with the storm waterrelief now maintained at the Lyons Avenue crossing. Accompanying this report is a plan and profile of this pro-posed relief. On the profile is reproduced, from the original con-struction notes, the depth at which rock is encountered. The cost of constructing such a permanent relief will notexceed $16,446. A detailed estimate of the actual quantities andthe cost of construction is attached to this submitted, Alexander Potter. 283. PROPOSED STO^tfp 284
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectsewerage, bookyear191
