﻿HYDROLOGY 
  OF 
  NEW 
  YORK 
  

  

  709 
  

  

  voir 
  to 
  the 
  Ashokan 
  reservoir, 
  may 
  be 
  completed 
  within 
  the 
  

   same 
  period, 
  if 
  the 
  labor 
  market 
  affords 
  sufficient 
  force 
  and 
  the 
  

   money 
  is 
  provided. 
  

  

  The 
  summary 
  of 
  costs 
  of 
  this 
  construction 
  is 
  as 
  follows: 
  

  

  Cost 
  per 
  

   Reservoirs 
  Total 
  cost 
  1,000,000 
  gallons 
  

  

  Hill 
  View 
  covered 
  reservoir 
  first 
  sec- 
  

   tion 
  of 
  600,000,000 
  gallons 
  capacity. 
  $9,059,000 
  $15,098 
  00 
  

  

  Stormville 
  filter 
  plant 
  first 
  installation 
  

  

  of 
  50,000,000 
  gallons 
  daily 
  capacity. 
  3,581,000 
  

  

  Stormville 
  reservoir, 
  10,000,000,000 
  

  

  gallons 
  capacity 
  2,503,000 
  250 
  00 
  

  

  Billings 
  reservoir 
  6,800,000,000 
  gallons 
  

   capacity 
  1,806,000 
  266 
  00 
  

  

  Ashokan 
  reservoir, 
  66,500,000,000 
  gal- 
  

   lons 
  capacity 
  11,734,000 
  176 
  00 
  

  

  Total 
  $28,683,000 
  

  

  High 
  Level 
  Aqueduct 
  

  

  From 
  Hill 
  View 
  to 
  Stormville 
  filters. 
  . 
  $18,755,000 
  

   From 
  Stormville 
  to 
  Billings, 
  twin 
  

  

  aqueduct 
  3,584,000 
  

  

  From 
  Billings 
  to 
  Ashokan, 
  including 
  

  

  Hudson 
  river 
  crossing 
  9,076,000 
  

  

  Total 
  $31,415,000 
  

  

  Total 
  cost 
  of 
  construction... 
  $60,098,000 
  

  

  These 
  estimated 
  costs 
  include 
  actual 
  contract 
  and 
  all 
  other 
  

   expenditures, 
  except 
  those 
  for 
  damages 
  to 
  water 
  rights. 
  These 
  

   w 
  T 
  orks 
  will 
  afford 
  an 
  additional 
  supply 
  of 
  nearly 
  320,000,000 
  gal- 
  

   lons 
  daily. 
  

  

  It 
  is 
  estimated 
  that 
  the 
  complete 
  construction 
  of 
  reservoirs, 
  

   filters 
  and 
  aqueducts 
  for 
  the 
  full 
  additional 
  supply 
  of 
  500,000,000 
  

   gallons 
  per 
  day 
  may 
  be 
  required 
  by 
  1925. 
  The 
  costs 
  of 
  the 
  

   remaining 
  construction 
  in 
  excess 
  of 
  that 
  already 
  provided 
  for 
  

   will 
  be 
  as 
  follows: 
  

  

  