. Minutes of the joint meeting in the matter of an outlet sewer .. . PROPOSED STO^tfp 284. WATER RELIEF 285 Estimate of quantities and cost of constructing storm waterrelief for Joint Trunk Sewer from Lyons Avenue to Mill Street: 3,280 lineal feet of 24-inch v. p. sewer, 0-6 feet deep, at $ $ 6, 1,355 lineal feet of 24-inch v. p. sewer, 6-10 feet deep, at 2, 125 lineal feet of 24-inch v. p. sewer, 10-14 feet deep, at 1,200 cubic yards rock excavation, at 3, 222 cubic yards gravel or coarse sand for bed- ing pipe on rock, at 18 manholes,
. Minutes of the joint meeting in the matter of an outlet sewer .. . PROPOSED STO^tfp 284. WATER RELIEF 285 Estimate of quantities and cost of constructing storm waterrelief for Joint Trunk Sewer from Lyons Avenue to Mill Street: 3,280 lineal feet of 24-inch v. p. sewer, 0-6 feet deep, at $ $ 6, 1,355 lineal feet of 24-inch v. p. sewer, 6-10 feet deep, at 2, 125 lineal feet of 24-inch v. p. sewer, 10-14 feet deep, at 1,200 cubic yards rock excavation, at 3, 222 cubic yards gravel or coarse sand for bed- ing pipe on rock, at 18 manholes, at 5 cubic yards of concrete, at $14, 15% for engineering and contin-gencies 2, Total $16, A motion was made that the Secretary be directed to sendnotice to Roselle Park that money is due on the contract and thatsame is bearing interest at the rate of 6% per annum fromOctober 15th, 1908, to date of payment. At present this interest amounts to $2,, which, togetherwith the principal, amounts to $17,, for which immediatesettlement
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectsewerage, bookyear191
