Begins on C. Harris' land; ends on that of Col. Long; line along the face of the hills; very gentle ascent; excavation sandy loam. 53,207 yards of excavation, at 8 cts.... $1,256 56 1,093 20 1,310 00 316 40 $6,976 16 Section 78-80.30 chains. Begins on the land of C. Harris; ends on James Gilmore's; a slide bank occurs near Gardiner's store-house, 9 chains in length, and extending from the top of the hill down to the river. The estimate provides for piles driven 3 feet apart and 14 deep for the length of the slide; excavation, loam and clay. 47,528 cubic yds. of excavation, at 8 cts......... 5,874 66 of embankment, at 10 cts.. 322 rods of fence, at 70 cts... 1 waste-weir,. $3,802 24 587 40 225 40 246 00 990 00 762 52 247 50 235 00 $7,096 06 Section 79-79.06 chains. Begins on the land of James Gilmore, and ends on the land of Mr. Webber; line along the base of uplands, and for the most part on a narrow flat of from 1 to 2 chains wide. York creck is crossed on this section; excavation, clay and loam. 27,280 cubic yds. of excavation, at 8 cts... embankment, at 10 cts... Section 80-80.41 chains. Commencing on the land of Mr. Webber, and ending on that of Daniel McKenzie; located along the base of the hills; excavation, clay and loam. 25,656 cubic yards of excavation, at 7 cts....... $1,795 92 43,161 66 embankment, at 10 cts. 4,316 10 1 culvert over Fowlersville creek, 8 feet chord,. 655 00 Beginning on the land of D. McKenzie, and extending along the base of the hills to a point on that of George Silliman; slide banks occur about half a mile below Fowlersville bridge; they consist of three separate slides with points of firm ground intervening; their bases are washed by the river. To pass the slides, the estimate includes the cost of making a cut 36 chains long to the top of the hill, 34 feet above bottom, and of width sufficient to place the bottom of the canal on the solid ground. Thirty-six chains of docking 30 feet high, are required for the protection of the embankment; excavation, clay and loam. at 9 cts... 137,670 c. yards of excavation, at 10 cts........... $13,767 00 18,623 80 chains of grubbing, at $4, 320 rods of fence, at 70 cts... 1 culvert, 8 feet chord, .... 99,792 c. feet docking, at 6 cts. 1,667 07 320 00 224 00 589 00 5,987 52 $22,563 59 Section 82-81.14 chains. Beginning on the land of George Silliman; ends on that of Chittenden. Located on sloping ground; excavation, clay and loam. 13,127 yards embankment, at 9 cts........ Section 83-79.10 chains. Begins on Chittenden's land; ends on Mrs. Newbold's; located on the slope of the uplands; surface smooth. Excavation, clay and loam. 31,328 yards excavation, at 8 c..... 33 chains light grubbing, at 84,. 633 rods of fence at 70 c. 1 culvert 8 ft. 2 farm bridges, ... 1 waste-weir,....... ... $2,506 24 132 00 443 10 589 00 762 52 235 00 $4,667 86 Section 84-82.42 chains. Begins on the estate of Mrs. Newbold; extends over the flats to a point on that of —— Le Roy, esq. This section is opposite the village of Avon. The distance from Mount-Morris dam by the line is 16 miles 12 chains. Excavation, alluvial. Begins on the estate of Mr. Le Roy, located along the face of a gentle slope. White creek is crossed on this section. Soil alluvial. 21,791 yards excavation, at 8 c..... at 10 c. 659 rods of fence, at 70 c............. 1 culvert 4 feet span for White creek, 1 farm bridge,.. 25 chains of altering Rochester road, 1 waste-weir,. Section 86-80.73 chains. Begins on Le Roy's land; ends on the Street farm; located on Section 87-81.50 chains. Begins and ends on the Street farm; located in a swamp, and along the face of gently ascending ground. Soil, alluvial. 31,300 yards cxcavation, at 8 c..... embankment, at 10 c. $2,504 00 264 00 456 40 160 00 $3,384 40 Section 88-78.22 chains. Begins and ends on the land of James Wadsworth; located on gently ascending ground; soil, alluvial. Begins on James Wadsworth's land, ends on that of Isaac Cox; ground is a gentle ascent from flats; soil, alluvial. 31,116 yards excavation, at 8 c.,... 40 chains light grubbing, at $5, 645 rods of fence, at 70 c. per rod, 1 farm bridge, $2,489 28 200 00 451 50 381 26 $3,522 04 Section 90-80.27 chains. Begins on Isaac Cox's land, ends on that of Warren. Located on ascending ground, in a transverse direction; excavation, clay, loam and gravel. 42,773 yards excavation, at 8 c.,.... 2,000 do lining, at 18 c.,.... 8 chains light grubbing, at $5, .... 560 rods of fence, at 70 c. per rod, 2 farm bridges, 1 lock, No. 130, 8 ft. ... Section 91-79.81 chains. Begins on Warren's, ends on Isaac Cox's land. nearly level ground; excavation, gravel and loam. $3,421 84 360 00 40 00 392 00 76252 4,733 00 $9,709 36 Located on Estimate for Allen's creek feeder. $2,464 00 288 00 447 30 600 57 762 52 $4,562 39 This creek is received into the canal through a feeder twentyone chains in length, passing along the foot of a low hill on which Scottsville is situated. It intersects the main line a few chains below the aqueduct. 13,650 yards embankment, at 12 c. ...... 1 road bridge, $1,638 00 600 57 2,238 57 150 00 66 00 280 43 496 43 $2,735 00 Section 92-77.51 chains. Begins on the land of Isaac Cox; ends on that of Shaffer's. The village of Scottsville is opposite this section. Allen's creek is received into the canal through a feeder 21 chains in length. The creek is crossed by an aqueduct, with two spaces of 22 feet each between abutments and pier. Excavation, gravelly loam. 25,792 cubic yards of excavation, at 8 c. Begins on Shaffer's; ends on F. Miller's land. Line on gently ascending ground, in a transverse direction. Excavation, clay and |