Embankment. ESTIMATED COST OF IMPROVING CHAMPLAIN CANAL-JUNCTION AT WEST TROY TO FORT MILLER BRIDGE. 50c. p. c. yd. 75c. p. c. yd. $1 p. c.yd. $20 per M. $30 per M. 200 80 160 100 00 50 00 1,780 200 320 100 00 176 30 50 00 3,950 1,000 1,057 80 781 5. 320 400 100 00 50 00 3,560 2,918 50 583 70 3,502 20 731 6. 400 480 100 00 50 00 1,771 00 354 20 1,720 2, 125 20 884 781 7. 480 560 100 00 50 00 11, 405 1,803 00 360 60 2, 163 60 8. 560 1,330 640 100 00 50 00 7,970 1,000 4,331 25 866 25 5, 197 50 100 9. 1,000 640 720 4,217 50 100 00 843 50 50 00 12,560 200 5,061 00 10. 720 800 1,296 100 00 4,786 00 957 20 50 00 7,490 200 5,743 20 565 11. 1,296 800 880 100 00 3,801 00 760 20 50 00 9,880 4,561 20 1,317 12. 880 1,246 960 100 00 50 00 4,524 50 10, 214 904 90 5,429 40 500 500 598 13. 960 1,040 3,926 50 100 00 50 00 11,935 785 30 4,711 80 200 1,441 500 14. 1,040 1,120 100 00 1,330 50 00 5,759 25 5,335 500 1,151 85 6,911 10 640 15. 1, 120 100 897 1,200 100 00 50 00 3,250 75 650 15 4,280 3,355 3,900 90 598 16. 1, 200 1,280 100 00 50 00 8,300 5,173 00 1,034 60 6, 207 60 582 17. 1,280 1,360 1,030 100 00 50 00 12, 429 3,837 00 767 40 604 40 1,920 18. 1,360- 1,440 1, 330 100 00 6,507 25 50 00 8, 171 275 1,301 45 7,808 70 19. 1, 440 781 1,520 3,248 75 100 00 50 00 11,555 649 75 3,898 50 20. 1, 520 1,246 1,600 100 00 4,284 75 50 00 856 95 9,842 5, 141 70 21. 1,600 1,680 1,130 100 00 50 00 3,740 50 748 10 9, 122 4,488 60 500 100 22. 1,680 1,760 1,163 63, 360 100 00 50 00 13, 172 17, 070 5,697 80 1,139 56 6,837 36 23. 1, 760 1,330 1,840 100 00 4,773 00 954 60 50 00 8,826 5,727 60 931 24. 1,840 1,920 287 50 100 00 50 00 5,915 657 50 3,945 00 25. 1,920 2,000 1,330 100 00 50 00 3,065 2,958 75 591 75 3, 550 50 300 100 26. 2,000 2,080 1,330 100 00 2,621 25 524 25 50 00 10,587 3,145 50 27. 2, 080 2, 160 1,330 100 00 4, 126 75 825 35 50 00 13,083 890 4,952 10 500 28. 2, 160 814 2,240 100 00 5,499 75 50 00 9,315 1,099 95 6,599 70 814 29. 2, 240-2,295-1-44 100 00 3,292 75 658 55 50 00 4,708 560 3,951 30 921 2,808 00 561 60 $2,900 00 $1,450 00 221,985 11,967 5,847 1,900 27,364 63,360 17, 070 $105,290 05 $21, 058 01 $126, 348 06 Puddling. wall. Slope and pave Hemlock. Hardwood. Estimated cost. Add 20 per cent contingencies. Total. MIDDLE DIVISION. ANNUAL REPORT OF CHARLES A. SWEET, DIVISION ENGINEER, FOR THE FISCAL YEAR ENDING SEPTEMBER 30, 1876. Hon. JOHN D. VAN BUREN, Jr., State Engineer and Surveyor: SIR. — I herewith present my annual report upon the middle division of the New York State canals, for the fiscal year ending September 30, 1876. This division has been lengthened to the extent of 28 17-100 miles on the Erie canal, from Higginsville to the east line of Oneida county, and the Black River canal with its river improvements, reservoirs and feeders. The lengths of the several navigable canals, river improvements and feeders, are now as follows: Title. Erie canal, from east line of Oneida county to east line of Miles. Wayne county 97.02 Limestone feeder, Erie canal to Fayetteville......... 0.80 1.55 1.00 3.35 Cayuga and Seneca canal, Montezuma to Cayuga and Seneca lakes.... 22.77 Crooked Lake canal, Seneca lake to Crooked lake.. 8.00 Ithaca inlet, Cayuga lake to Ithaca Chemung canal, Watkins to Elmira.... Chemung Canal feeder, Horseheads to Corning.. Chenango canal, Utica to Binghamton. Baldwinsville canal, improvements to Jack's Reefs..... 23.00 16.00 .... |