Gazetteer of New York, 1860 & 1861 page 059
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CANALS.

The enlargement of this canal was ordered May 11, 1835, and has been going on more or less
rapidly since, except during a few years of suspension commencing under Gov. Wright’s adminis¬
tration. It was estimated by the State Engineer and Surveyor, in Jan., 1859, that $1,565,077.75
would complete the enlargement upon the present plan, making the total cost of that work
$23,000,000. The length of the Erie Canal when enlarged will be reduced to 349.74 mi. Its sec¬
tion gives a breadth of 70 ft. at the surface of the water, 52J ft. at the bottom, and a depth of 7 ft.

59


civic and military ceremonies throughout the State, and espe¬
cially in New York City, on the 4th of Nov. 1825. As the first
boat, with Governor Clinton on board, entered the canal, at
Buffalo, at 10 o’clock, (Oct. 26,) a line of cannon, previously ar¬
ranged a few miles apart, passed a signal along to Albany, and
down the Hudson to Sandy Hook, from whence it was returned
in like manner. The signal was heard at New York, at 11.20.
Tho flotilla with the Governor was everywhere greeted with en¬
thusiastic rejoicing. Upon reaching New York it passed down
to Sandy Hook, and the waters of the lake were.mingled with
those of the ocean with imposing ceremonies.

The Canal Commissioners under whom the Erie and Cham¬
plain Canals were constructed were Stephen Van Rensselaer, De
Witt Clinton, Joseph Ellicott, Samuel Young, and Myron

Holley. Henry Seymour was appointed in place of Ellicott ia
March, 1819, and William C. Bouck was added to the number in
March, 1821. The chief engineers were Janies Geddes, of Onon¬
daga co., and Benjamin Wright, of Rome, neither of whom had
ever seen a canal, or enjoyed means of acquiring a practical
knowledge of engineering other than that obtained from survey¬
ing land. The precision with which their canal surveys were
executed, under the circumstances, may be regarded as truly

wonderful. Among the assistant engineers were  Peacock,

David Thomas, Nathan S. Roberts, David S. Bates, Canvass
AVhite, Davis Ilurd, Noah Dennis, Charles T. Whippo, William
Jerome, Henry G. Sargent, Frederick C. Mills, Isaac .J. Thomas,
Henry Farnam, Alfred Barrett. John Bates, William II. Price,
John Hopkins, and Seymour Skiff.


The Canal Board have adopted the following table of distances from place to place upon ihe Erie Canal. The elevations
above tide are those shown by the lockages, and do not take into account tho descent given to cause a flow of water between
locks, which does not vary much from an inch to a mile. The long level is supposed to be perfectly uniform in elevation above
tide.    ■    "

Stations, Distances, and Elevations above Tide on ihe Erie Canal.

Places.

I Miles from
\placeto place.

Miles from
Albany.

n

0

7

7

0

7

4

11

3

14

12

26

4

30

10

40

6

46

5

51

2

53

56

3

6

62

3

65

3

68

3

71

76

5

2

78

82

4

5

87

95

98

8

3

3

101

106

110

113

114
117
125
131

135

136

137
140
143
145

149

150

151

152

154

155

5

4

York Mills.................................

3

1

3

8

6

4

1

1

3

3

2

4

1

1

1

2

1

3

158

159
161

165

166
168

1

2

4

1

2

4

172

174

175

2

1

5

180

182

185

186

2

Jorda i.....................................

Cold Spring................................

3

1

Places.

352
345
345
341
338
326
322
312
306
301
299
296
290
287
284
281
276..
274
270
265
257
254
251
246
242 '
239
238
235
227
221
217
216
215
212
209
207
203
202
201
200
198
197
194
193
191
187
186
184
180
178
177
172
170
167
166


S3

S

g

P a,

Co

Miles ft
Albany,

Mile.'.\ f>
Buffalo.

4

190

162

2

192

160

2

194

158

5

199

153

6

205

147

5

210

142

4

214

138-

3

217

135

3

220

132

3

223

129

1

224

128

3

227

125

5

232

120

4

236

116

3

239

113

2

241

111

3

244

108

1

245

107

3

248

104

2

250

102

1

£51

101

2

253

99

3

256

96

3

259

93

7

266

86

3

269

83

2

271

81

3

274

78

3

277

75

2

279

73

5

284

68

3

287

65

1

288

64

1

289

63

4

293

59

2

295

57

1

296

56

3

299

53

4

303

49

3

306

46

3

309

43

4

313

39

1

314

38

1

315

37

1

316

36

2

318

34

3

321

31

5

326

26

2

328

24

5

333

19

3

336

16

4

340

12

8

348

4

1

349

3

3

352

0

cq-g.a

391

397

410

445

471

509


188

269.5

295

301

309

360

403

424

427

427


400

407


565


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