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Feet.

Cut on south side of black-oak stump, 200 feet northwest of the northwest cor-
ner of the barn in John Whalen's lot, East Hartford...
Cut on maple tree, 1,270 feet west of southwest corner of a road to the mead-
ows, said corner being about 2,650 feet north of Podunk River bridge, on
main road in South Windsor..

31.943

Cut on south side of maple tree, 520 feet west of the main road, and 1,230 feet
south of Stoughton's Brook in John Moore's lot, South Windsor...
Cut on east side of locust tree, on the north side of road to Bissell's ferry, and
510 feet west of main road in South Windsor

34.055

23.344

65.840

Cut and spike on north side of northerly pine tree, about 60 feet northwest from town-house at Bissell's ferry

28.310

Cut on the south side of hickory tree, 210 feet northwest of the northwest corner of tobacco-shed in Charles Well's lot, East Windsor.

Cut on the northwest side of a large hickory tree, about 900 feet northeast of
the mouth and 100 feet west of Prior's Creek, East Windsor...
Northeast corner of underpinning stone at the northeast corner of red tobacco-
shed belonging to J. C. Bassenger, on west side of river road at Warehouse
Point

Top of southwest corner of abutment of New York, New Haven and Hartford
Railroad bridge at Warehouse point

Top of southeast corner of abutment of New York, New Haven and Hartford
Railroad bridge at Windsor Locks.

Top of northeast corner of north end of capping to east wall of brick arch
bridge, over second road south of Thompsonville station, on New York, New
Haven and Hartford Railroad, being about 300 feet south of the southwest
corner of said station....

Southwest corner of stone in top course of west wall of the second culvert
north of Thompsonville station, and first south of Longmeadow station
Top of black brick in the middle of the top of south arch of culvert under
road from the village to Longmeadow station, about 150 feet east of rail-
road track...

Apex of cap-stone to third post in wall north granite post marking bound-
ary between Springfield and Longmeadow, at Pecowsic
Top of southwest corner of stone in top course of brick arch bridge on west
side of railroad, marked with two cuts and also & $4 First bridge north
of Pecowsic.

Southeast corner of top stone in upper course of east wall of culvert at the
foot of Elm street in Springfield, about 15 feet northwest of Gas Company's
building.

Northwest corner of stone underpinning of south side of south door in west end of passenger station in Springfield, Mass.

Southeast corner of south end of top course of stone in culvert under railroad, first north of Hampden Park, and about 400 feet south of first mile-stone ou east side of Connecticut River Railroad..

Northeast corner of top stone of south wall of first culvert north of first crossroad, north of second mile-stone from Springfield, on east side of Connecticut River Railroad.....

North corner of fourth mile-stone from Springfield, on Connecticut River Railroad

50.704

27.152

29.810

61.900

61.750

76.663

56.408

55.022

68. 104

63.231

61.786

71.337

60.617

67.130

67.639

North corner of sixth mile-stone from Springfield, on Connecticut River Railroad

70.287

Southwest corner of south abutment of Connecticut River Railroad bridge at
Willimansett, Mass. Stone is in foot-bridge.

78.190

Point marked with white paint and "110" on southeast corner of foundation to south side of pump-house, near Holyoke dam, at the head of a flight of stone steps....

107.975

Table of high-water marks.

Low water at Hartford
1854-High water at Hartford

1854-High-water mark, an iron pin in north side of maple tree about 600 feet west of main road, near S. B. Newburry's house, South Windsor.... 1854-High-water mark by Mrs. Craw, in house now owned by Mrs. Ellen Blodgett, near Bissell's ferry, South Windsor..

1854-High-water mark by Mr. Seymour King, on sill of front door of his house, Windsor Locks.

1854-High-water mark at foot of canal, Windsor Locks..

1854-High-water mark made by Mr. Levi Palmer in his barn, at Warehouse

Point....

00 29.83

21.00

32.56

32.82

33.31

32.73

Feet.

1857-High-water mark made by Mr. Levi Palmer in his barn, at Warehouse Point....

33.18

1854-High-water mark made by Mr. Levi Palmer in his woodshed, at Ware

house Point.............

32.82

1855-High-water mark made by Mr. Hayden at the silk-factory, Windsor

Locks

32.71

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31.42

1870-High-water mark on shed, by Mrs. Conroy, Windsor Locks.
1854-High-water mark shown by Mrs. George Miller, on step of house, Ware-

house Point....

1854-High-water mark on outbuilding, by George Gleason, Warehouse Point.
1854-High-water mark shown by J. Schoenansgruber, Warehouse Point..
1854-High-water mark by Mr. Douglass, on house south of ferry-slip, Wind-
sor Locks

1854-High-water mark in bar-room of American House, Warehouse Point.
1869-High-water mark shown by Mrs. Finkeldey, Warehouse Point..
1871-High-water mark shown by Mrs. Finkeldey, Warehouse Point
1854-High-water mark by Mr. Sexton, on seventh pier of railroad-bridge,
Warehouse Point..

1854-High-water mark on stone near Mr. Fowler's house, Windsor Locks.
1854, 1857-High-water marks by Mr. Hemingway, on Powder Company's
building, Enfield. It is supposed the shed has settled about one inch,
so as to make the two marks agree...
1854-High-water mark shown by Mr. Sullivan, on gate of north lock of canal,
Sheffield ..
1854-High-water mark shown by George Douglass, on upper one of four spikes

on south side of elm tree, on south bank of first brook south of Thomp-
sonville Ferry, on west bank of Connecticut River
1854-High-water mark, top of third brick from north end in top course on the

west side of brick culvert over brook from factories in Thompsonville,
between the brick-arched bridges over roads just south of Thompson-
ville station....

1854-High-water mark on northeast corner of top brownstone post, corner of
York and South Main streets, Springfield, on line with York-street
fence of Mr. Call's estate, and about 3 feet from iron lamp-post on said
corner. The post is now 6 inches under ground at edge of brick side-
walk
1854-High-water mark on the horizontal line of a cross-cut in the south side

of top stone on the southwest corner of old east abutment of carriage
bridge, Springfield, marked on next stone east “1854 flood".
1854-High-water mark on top of east end of back board to top step to base-
ment, at the north end of P. Harrington's house, at the foot of Union
street, south side, between the railroad and Connecticut River,
Springfield.

1862-High-water mark with red paint, on northwest corner of easterly abutment of railroad-bridge, Springfield..

1869-High-water mark same place as above

32.38

32.06

32.88

30.55

32.92

31.12

30.84

32.12

2.

41. 45

49.41

54. 16

55.61

59.69

59.91

60.52

60.36

58.75

1854-High-water mark on merestone on west side of Main street, at northeast
corner of fence north of Mr. Sike's house, West Springfield....
1854-High-water mark on right outer corner of door-sill on the west side of

61.29

Mrs. Beebe's house, on east side of Main street, West Springfield.... 1854-High-water mark on centre of front edge of top step of Dr. H. C. Bel

61.39

den's house, West Springfield

63.10

1854-High-water mark on stone at foot of Westfield street, West Springfield.
1843-High-water mark on stone mentioned above...
1804-High-water mark on stone mentioned above.

63.21

61.50

62.04

1854-High-water mark on south side of sycamore tree at south end of shed,

north of Riverdale Mill, West Springfield

63.88

1862-High-water mark on nail in south side of brick foundation of R. A.

Bagg's house, 1,000 feet south of cross-roads, on east side of Main street,

West Springfield

62.96

1854-High-water mark on centre of white-paint mark on south side of first

pier on east side of Cabot bridge, Chicopee...

62.99

1862-High-water mark same place as above....

63.28

1862-High-water mark on northwest corner of brick foundation at Ames's Works, Chicopee.....

63.46

1854-High-water mark 14 inches above floor of room in house, formerly a
saw-mill, adjoining grist-mill of R. Brock on south end. The second
building from Willimansett station on east side of road from station
to South Hadley Falls, shown by R. Brock, who has lived here forty-
two years...
1869-High-water mark, upper notch of two notches cut in corner of board
partition of office, in northeast corner of Brierly & Allen's Brewery,
the third building on east side of road from Willimansett station on
road to South Hadley Falls

1868-High-water mark is the lower of the above-mentioned notches
1862-High-water mark painted black on northwest corner of brick store-
house next west of gasometer belonging to the Glascow Thread Com-
pany, and shown by B. Hadley, who marked it; he says the high
water of 1854 was 18 inches below that of 1862. Mr. Gaylord, of South
Hadley Falls, says the same...

1862-High-water mark inside of gate-house of Holyoke Dam, top of second
casting from end of house nearest end of dam supporting gearing for
raising first gate, shown by M. O'Donald, employed by the Holyoke
Water-Power Company in 1862..

List of maps, drawings, &c., accompanying the report.

1. Map of the Connecticut River from Hartford to Holyoke in six sheets.

2. Diagram of borings in the bed of the river.

Feet.

67.21

66. 13

65. 21

70.55

110.60

3. Profile of the Connecticut River from Hartford to Holyoke, showing high and low water.

4. Diagram showing the cross-sections of the river at Thompsonville.

5. Three sheets of drawing of apparatus used in gauging.

6. Three sheets of plotted current-velocities taken at Thompsonville.

7. Diagram of mean vertical curves of current-velocities at Thompsonville.

8. Diagram showing the height of river at Hartford from February 1 to December 31, 1871.

9. Diagram showing the height of river at Hartford from January 1 to December 31, 1872.

10. Diagram showing the height of river at Hartford from January 1 to December 31, 1873.

11. Diagram showing the height of river at Hartford from January 1 to December 31, 1874.

12. Tracing for the purpose of placing the lines of gauging at Thompsonville upon the map transmitted with the first part of this report.

13. Three field-books are also transmitted, containing the notes of the levels, soundings, current-observations, and heights of water, taken at Thompsonville in 1874. 14. Diagram showing curve formed by using the computed volumes at Thompsonville as abscissas and the height of the water as ordinates.

15. Diagram showing two curves, both having the dates as abscissas, with the volumes as the co-ordinates of one curve, and height of the river as the ordinate of the other.

DESCRIPTION OF FIGURES IN DIAGRAM OF VERTICAL CURVES OF CURRENT-VELOCITIES AT THOMPSONVILLE, CONN.

Means obtained by computation.

Fig. 1. Mean of meter-observations below average velocity of 1.86.
Fig. 2. Mean of float-observations below average velocity of 1.86.
Fig. 3. Mean of all observations below average velocity of 1.86.
Fig. 4. Mean of meter-observations above average velocity of 1.86.
Fig. 5. Mean of float-observations above average velocity of 1.86.
Fig. 6. Mean of all observations above average velocity of 1.86.
Fig. 7. Mean of all meter-observations.

Fig. 8. Mean of all float-observations.

Fig. 9. Mean of all meter and float observations.
Fig. 10 is Fig. 1 reduced to average velocity 1.
Fig. 11 is Fig. 2 reduced to average velocity 1.
Fig. 12 is Fig. 3 reduced to average velocity 1.
Fig. 13 is Fig. 4 reduced to average velocity 1.
Fig. 14 is Fig. 5 reduced to average velocity 1.
Fig. 15 is Fig. 6 reduced to average velocity 1.
Fig. 16 is Fig. 7 reduced to average velocity 1.
Fig. 17 is Fig. 8 reduced to average velocity 1.
Fig. 18 is Fig. 9 reduced to average velocity 1.

Means obtained by graphic methods.

Fig. 19. Mean curve by meter No. 1 on section at F, mean velocity being 1.
Fig. 20. Mean curve by meter No. 1 on section at G, mean velocity being 1.
Fig. 21. Mean curve by meter No. 2 on section at G, mean velocity being 1.
Fig. 22. Mean curve by meter No. 1 on section at B, mean velocity being 1.
Fig. 23. Mean curve by meter No. 1 on section at C, mean velocity being 1.
Fig. 24. Grand mean of meter-observations, mean velocity being 1.
Fig. 25. Mean curve by floats on section at F, mean velocity being 1.
Fig. 26. Mean curve by floats on section at G, mean velocity being 1.
Fig. 27. Grand mean of float-observations, mean velocity being 1.
All of which is respectfully submitted.

[blocks in formation]

THEO. G. ELLIS,
Civil Engineer.

The maps and drawings submitted with the foregoing report are mostly upon a large scale, unsuitable for printing. They have been, therefore, somewhat modified and reduced in size, to enable them to be shown in the accompanying plates.

Of the maps and diagrams named in the foregoing list—

No. 1 is reduced to about one-third of the original scale, and the six sheets are shown in plates Nos. I, II, and III.

No. 2, reduced in size, is shown in Plate IV.

No. 3, reduced in scale, is shown in Plate V.

No. 4, reduced in scale, is shown in Plate VI.

No. 5 is shown in Plate VII.

No. 6 is omitted from the plates, as the ordinates of the current velocities are given in the tables, and can be easily plotted if desired.

No. 7 is shown in Plate VI.

No. 8 is shown to a reduced scale in Plate VIII.
No. 9 is shown to a reduced scale in Plate IX.
No. 10 is shown to a reduced scale in Plate X.

No. 11 is shown to a reduced scale in Plate XI.

No. 12 is placed upon the general map, Plates I, II, and III.

No. 13. These books are too voluminous to be reproduced.

No. 14 is shown in Plate XIII.

No. 15 is shown in Plate XIII.

The description given for the diagram of vertical curves of current velocities at Thompsonville applies to the figures in Plate VI.

ADDITIONAL TABLES OF HEIGHT AND DISCHARGE.

The observations of the height of the river have been continued during the year since the foregoing report was made, and the following supplementary tables have been prepared, bringing the record of the discharge of the river up to January 1, 1876. During the years 1871 to 1874, inclusive, the height of the water was taken daily by means of a gauge at the toll-bridge from Hartford to East Hartford. The bridge company's gauge was upon the toll-house, and extended from 11 to 30 feet in height. The zero of this gauge, or 12 feet below the 12-foot mark, was taken as low-water and the base for the levels. A gauge from 0 to 12 feet was placed upon the first pier, opposite the bridge-gauge, and all heights below 12 feet were read upon it. Sometimes in winter it would be incased in ice, and, being in an exposed position, it was several times carried away by floating ice, but was carefully replaced at the same level. At such times the readings below 11 feet were taken by a gauge upon a pile at the steamboat-dock near the foot of State street, which was compared by levels with the tollbridge gauge.

These levels were as follows:

Eleven-foot mark on gauge on pile at steamboat-dock—

By Mr. Gelette, in April, 1871

By Mr. Burdett, in March, 1874

By Mr. Curtis, in December, 1874

The distance between the two gauges is about 1,750 feet.

11. 191 11.205

11. 194

At the beginning of the year 1875 the gauge upon the pier was covered with ice, and in the spring it was carried away, so that the readings below 11 feet were taken at the steamboat-dock gauge up to August 10. The gauge upon the toll-house belonging to the bridge company having been taken down, painted, cut in two, and replaced in a slightly different position, it was determined to set a new gauge at the steamboatdock corresponding to the exact zero of the previous observations. This was done on August 10, a new gauge, consisting of three 10-foot lengths, being set up in the following manner: The first 10 feet was placed upon a pile at the north end of the steamboat-wharf, in a sheltered position where the next wharf above projects, so that the gauge faces downstream. The second 10 feet was placed upon a tall clump of piles

east of the steamboat store-house, and the upper 10 feet was spiked to the north side of the store-house itself.

The height of these gauges and the former one at the bridge is referred to the following bench-marks, so that either could be readily replaced at the same height: Top of an iron eyebolt let into the masonry of the northeast corner pier of the steamboat store-house; height above zero, 14.150 feet.

Southeast corner of stone door-sill on south side of soap-factory building, No. 82 Morgan street; height above zero, 26.555 feet.

Since August 10 the readings have all been taken upon the new gauge at the steamboat-wharf.

Table showing the daily discharge and height of the Connecticut River at Hartford from January 1 to December 31, 1875.

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