Page images
PDF
EPUB

TABLE CONTINUED.

Length of

level.

Total.

No. of levels.

No. of lock.

Lift-No. feet.

Names of proprietors, through whose land the canal passes, with general re

marks.

Total.

[blocks in formation]

to town line of York and Caledonia; 16 m. 9 chs. to State road from

Avon; 21 m. 42 chs. to town line of Caledonia and Wheatland.
52 Cox, C. Miller, D. L. Ireland, B. Warren, J. Cox, R. Cox, J, Cox, J. Cox,

G. Ensign, P. Sheffer, Miller, Sheffer, A. Cushman, P. Sheffer. 23 miles

54 chs. to Allen's creek, Scottsville.
62 Sheffer, I. Smith, J. June, Wadsworth, Tone, Welch, Christy, L. Welch,

H. Gay, McVean, Higginbotham, Bradley, I. Wadsworth, S, Jenkins,
W. Wilcox, I. Bigford, Wadsworth, I. Hawley, A. Frost. 3 m. 79 lks.
to Rochester dam; 30 m. 23 chs. to Black creek; 31 m. 5 chs. to Little

Black creek.
72 In city of Rochester, level of Erie canal.

To Butler's basin. Making the total distance from diverging point at Mt.

Morris on west side of river, 37 miles 6 chains and 4 links, and the total lockage 72 feet,

9

10

9 16 99 36 59 47 10 .. 26 57

37 6 04

[blocks in formation]

To FREDERICK C. Mills, Esq.,

Chief Engineer. The following estimates of a line, located in compliance with your directions, from Olean Point to the summit level, are respectfully submitted.

HENRY STANLEY DEXTER,

Assistant Engineer.

Section 1–374chains. Begins at the confluence of Olean creek with the Allegany, passes over an even surface and terminates at the same point with section 1, main line.

The Allegany is 11 feet higher at the confidence of the Olean creck than at the boat-house. Excavation, clay and loam.

9,669 cubic yards of excavation, at 8 cts... $773 52 22,860“

at 10 cts... 2,286 00

3,059 52 150 rods of fence, at 65 cts.....

97 50 1 lock, No. 2, 8 feet,...

4,733 00 1 river lock, No. 1, 8 feet,....

4,733 00 1 road bridge,

600 57

10,164 07

813,223 59 Section 1.-74' chains. Begins at the boat-house on the Allegany river; terminates on the land of R. Lockwood, near the village of Olean. Located on the flats and sloping grounds. Excavation loam and sand: 36,698 cubic yards of excavation, at 8 cts., $2,935 84 17,050 embankmenk, at 10 cts., 1,705 00

$4,640 84 592 rods of fence, at 65 cts., ....

384 80 i lock, (No. 2, 8 feet,

4,733 00 1 river lock, (No. 1,) 94 feet....

5,073 00 4 road bridges,...

.. 2,402 28 =12,593 08

$17,233 92 Section 2—79,4's chains. Begins on the land of R. Lockwood; ends on that of F. A. Norton. Ground, slightly undulating. Excavation, principally loose gravel: 32,117 yards of excavation, at 8 cts.,... $2,569 36 42,926

4,292 60 26 chains of grubbing, at $4,....

104 00

$6,965 96 240 rods of fence, at 65 cts. per rod, .

156 00 1 road bridge, 12 feet,....

381 26 1 culvert, 2 feet chord,

196 00 = 733 26

at 10 cts.,

87,699 22 Section 3—791015 chains, Begins on F. A. Norton's "land; ends on that of Thomas Lockwood. Ground slightly undulating. Excavation, clay, loam and gravel: 14,124 yards of excavation, at 8} cts.,... $1,200 54 21,356

embankment, at 10 cts.,.. 2,135 60 20 chains of grubbing, at $8,....

160 00=83,496 14

Carried forward, ........ $3,496 14

« PreviousContinue »