PART FOUR

CANALS OF THE UNITED STATES

AND CANADA

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CHAPTER I. – HISTORICAL SKETCHES.

THE CANALS OF THE UNITED STATES.

STATE AND CORPORATION CANALS.

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INTRODUCTION

The information to be obtained concerning the various canals of North America is somewhat meagre and a satisfactory compilation is extremely difficult. The most complete document on this subject is the report of H. Vétillart to the French Minister of Public Works. This report, entitled La Navigation aux États-Unis, has been used in preparing the present work, but considerable original research has been made also. Probably errors will be found in these sketches and tables; concerning New York canals it is known that different official records vary so widely as to make certainty of statement often impossible, and doubtless this is true of other waterways.

A number of short canals, without locks, have been purposely omitted. Among the canalized rivers only those are given in which the improvements comprise something more than mere betterment of channel by means of dredging and snagging. Naturally the line drawn between canals and canalized rivers cannot be altogether satisfactory; some of the canalized rivers will be seen to embrace in their extent canals of considerable length. The ton of two thousand pounds is used throughout this chapter, unless otherwise stated.

The following persons have kindly furnished information to be used in this compilation: Frank W. Hodgdon, Chief Engineer of Massachusetts; Leon McDonald, Superintendent of Canal Commissioners, Ill.; C.L. Nicholson, Secretary of the Chesapeake and Delaware Canal Company; W.G. Johnston, President of the Board of Public Works of Ohio; Frank M. Kerr, Chief State Engineer, Louisiana; G.B. Nicholson, Engineer and General Manager of the Chesapeake and Ohio Canal Company; Dr. E.L. Corthell, Advisory Board of Consulting Engineers, New York State canals; Professor L.M. Haupt, Consulting Engineer, Philadelphia, Pa.

The following is a partial list of the books consulted on this subject: Internal Navigation of the United States, George Armroyd; The Great American Canals, Archer Butler Hulbert; Waterways and Water Transport in Different Countries, J.S. Jeans; History of the Sault Ste. Marie Canal, D.H. Kelton; Map of the Railroads of the United States and Canada, D.K. Minor; Compendium of the Internal Improvements of the United States, Mitchell; The Canals and Railroads of the United States, H.S. Tanner; Transportation Systems in the United States, J.L. Ringwalt; History of the Canals and Railroads of the United States, H.V. Poor; the report on Water Transportation of the United States census reports of 1880 and 1890; the reports of Chief of Engineers of the U.S. Army to date; reports of various corporations and of State officials; articles appearing in the following publications: Engineering News, Engineering and Building Record, Scientific American, and others.

 

 

CUMBERLAND AND OXFORD CANAL. – 1.

{Reference number. A corresponding number is given in Chapter II – Tabular Statistics – and on the accompanying map, found in pocket at cover.}

This canal, constructed under a charter granted in 1820, was designed to establish communication between Portland and Sebago pond, together with the connecting waters.

One lock in Songo river opened a waterway from Sebago river into the upper lakes and together with the canal, established a through water route from Harrison and Bridgeton to Portland.

Although badly constructed the canal did a profitable business until the opening of the Portland and Ogdensburg railroad, soon after which the canal was abandoned. The canalization of the Songo river was kept in operation by the State of Maine at last reports.

In 1833 the net profits on this canal amounted to $12,000.

 

 

THE CANALS OF NEW HAMPSHIRE. – 2, 3, 4, 5 and 6.

The canals of New Hampshire were constructed between the years 1812 and 1837 and were designed to furnish a means of getting around the falls of the Merrimac and to render the river navigable.

These canals together with the canal at Lowell, Mass., around the Pawtucket falls made the Merrimac navigable from Concord, N.H., to the sea, for boats drawing three and one-half feet of water. This whole distance is more than one hundred miles.

 

 

PAWTUCKET FALLS CANAL. – 7.

This canal was constructed by a company incorporated in 1792 under the name of, "The Proprietors of the Locks and Canals of the Merrimac River." The canal was built in order to enable boats to get around the falls of the Merrimac, called the Pawtucket falls at Lowell.

This canal eventually became a distributing canal for water-power. It ceased to be used as a waterway to any great extent after the building of the Middlesex canal.

 

 

MIDDLESEX CANAL. – 8.

This canal was constructed by the Middlesex Canal Company, incorporated in 1793, and was designed to unite the Merrimac above Pawtucket falls with Boston harbor.

It left the Merrimac about one mile above Pawtucket falls and from thence ascended to its summit at Billerica. From that point it descended to the Charles river, which empties into Boston harbor. The canal summit level was fed from the Concord river.

The canal opened as far as Woburn in 1804; was completed and fully opened to traffic in 1808.

In 1810 the tolls on the canal, fixed at one-sixteenth of a dollar per mile, yielded a revenue of $15,000, and in 1836, $30,000. The revenues of the company continued to increase until 1835, when the Boston and Lowell railroad was built. From this time on the receipts from the canal tolls decreased steadily till in 1853 they ceased entirely. Six years later the rights of the company were forfeited and the rights of soil reverted to the original owners. During the most prosperous parts of this canal’s history, the stockholders received an annual dividend of six per cent.

Statistical Statement.

Year.

Receipts

from tolls.

1808

$7,000

1811

17,000

1815

25,000

1820

14,000

1825

30,000

 

 

CAPE COD SHIP CANAL – 8 ½.

As early as 1676 the necessity of building a canal across Cape Cod from Buzzards bay to Barnstable bay was appreciated by the colonists, but no action in the matter was taken until 1697, when it became a subject of such interest that the General Court of the Colony of Massachusetts discussed the advisability of undertaking the work. The matter was referred to a committee, which, however, did nothing with the project, and it was about seventy years before the question was again brought before the public.

During the interim private parties became interested in the undertaking and a short time before the signing of the Declaration of Independence a surveyor was employed to examine the route for the proposed canal, but, owing to the Revolutionary war and the consequent reorganization of the Government, consideration of the project was given up and it was not until the year 1824 that it appeared again. At this time the question was brought before Congress, but again nothing was done.

During the several times that the question of building this canal was before the different legislative bodies up to 1860, it was evident that the importance and necessity of such a water-way was not fully appreciated; although first projected in 1676, it was not until just prior to the Civil war that there seemed to be any possibility of the passage of an act to accomplish the object so long sought by the people of Massachusetts and the marine interests. However, the outbreak of the war again blasted the efforts, when the outlook seemed bright for success.

Not until 1885 was anything done towards building this channel and in that year about one mile of canal was constructed, but this is all that has been done towards its completion. As projected the canal is to be eight miles long, to be built without locks and is estimated to cost $6,000,000.

The building of this waterway will save about 75 and 145 miles, respectively, in distance over the present "inside" and "outside" routes between New York and Boston, which are more or less dangerous at all times. About 40,000 vessels round Cape Cod annually, bearing cargoes of some 20,000,000 tons. It is supposed that the construction of this canal would increase this traffic by the large amount that now goes by part water and part rail routes.

 

 

BLACKSTONE CANAL. – 9.

Two distinct companies were incorporated in 1823 by the Legislatures of Massachusetts and Rhode Island respectively, for the construction of a canal from Worcester, Mass., to Providence, R.I.

These two companies were merged in 1825 under the name of "The Blackstone Canal Company." The construction of the canal was begun in Rhode Island in 1824 and in 1826 the work was started in Massachusetts.

The first boat passed through the entire length of the canal in 1828. The construction up to this time had cost $750,000. Of this total, $500,000 was subscribed by citizens of Massachusetts and the remaining $250,000 by citizens of Rhode Island.

The receipts from tolls reached their maximum in 1832, amounting to $18,907. The canal was never profitable to the owners.

The canal was deficient in an adequate water-supply and was often visited by injurious floods. It was also out of service during the winter months on account of the severity of the climate in this section. In spite of these disadvantages and its failure to make a commercial success, the canal conferred vast benefits on the region traversed and was not abandoned until 1848.

Its abandonment at this date was the direct result of the building, in 1847, of the Providence and Worcester railroad, with which the canal was unable to compete.

 

 

FARMINGTON CANAL. – 10.

HAMPSHIRE AND HAMPDEN CANAL. – 11.

NEW HAVEN AND NORTHAMPTON CANAL. – 10,11.

The Farmington canal received its charter from the State of Connecticut in 1822. It was begun in 1825 and opened in 1828 as far as Farmington. Soon after this, it was prolonged to Southwick on the northern boundary of the state.

The Hampshire and Hampden canal was the extension of the Farmington canal in the State of Massachusetts. Authorized in 1823, it was completed in 1829, as far as Westfield from Southwick, on the state’s southern boundary. In 1835 the canal was completed to Northampton.

The Farmington canal and the Hampshire and Hampden canal, although owned by separate companies, formed practically one canal, furnishing a continuous waterway from Northampton, Mass., to New Haven, Conn., on Long Island Sound.

In 1835 these canals suffered heavy damage and both companies, equally involved, sold out to a new company, called the New Haven and Northampton Canal Company, which thus put this whole system under one control.

The traffic on these canals was of considerable importance and from 1830 to 1836 the annual receipts were as large as $75,000. The expense of operating was so large, however, and the repairs were so numerous that the canal was never a paying one.

In 1836, when these properties were taken over by the New Haven and Northampton Canal Company, the new company agreed to take up the indebtedness only, of the old companies, paying nothing whatever for the capital stock, which thus became a total loss. The amount of stock issued by the Farmington Canal Company was $537,195, and by the Hampshire and Hampden Canal Company, $269,000, making a total loss up to 1836 of $806,195 to the stockholders of these two companies. The canal was operated with twenty to twenty-five-ton boats till 1845 when it was replaced by a railroad. At this date, 1845, the total loss on the canal system was reckoned at $1,089,425.

 

 

THE CANALS OF NEW YORK STATE – NOS. 18 TO 33, INCLUSIVE.

For a complete account of the canals of New York State, see Part One, their map numbers only being given here.

Erie Canal. – 18.

Champlain Canal. – 19.

Oswego Canal. – 20.

Oneida River Improvement. – 21.

Baldwinsville Canal and Seneca River Towing-path. – 22.

Cayuga and Seneca Canal. – 23.

Black River Canal. – 24. (Including Black River Improvement. – 25.)

Chemung Canal. – 26.

Crooked Lake Canal. – 27.

Oneida Lake Canal. – 28.

Chenango Canal. – 29.

Chenango Canal Extension. – 30.

Genesee Valley Canal. – 31.

Shinnecock and Peconic Canal. – 31A.

Delaware and Hudson Canal. – 32.

Junction Canal. – 33.

 

 

THE MORRIS CANAL. – 34.

The Morris Canal and Banking Company was chartered in 1824 by the State of New Jersey and authorized to construct a canal from the Delaware river to Newark. The extension from Newark to Jersey City was authorized in 1828. The canal was opened in 1831 as far as Newark and was completed to Jersey City in 1836.

The summit of the canal near Stanhope is fifty-one miles from Newark and thirty-nine miles from Phillipsburg. It is nine hundred and fourteen feet above the Hudson and seven hundred and sixty above the Delaware. The height of nine hundred and fourteen feet is surmounted by means of twelve inclined planes lifting seven hundred and fifty-eight feet and sixteen locks lifting one hundred and fifty-six feet.

The descent to the Delaware of seven hundred and sixty feet is accomplished by means of eleven inclined planes of six hundred and ninety-one feet total lift and seven locks of forty-nine feet total lift.

The canal was built originally with a prism of small dimensions, 32 x 20 x 4.

The planes and locks were enlarged in the year 1841, but immediately after this enlargement the company failed and the management of its affairs was put in the hands of receivers. The receivers leased the canal until 1844.

In 1844 the canal was bought under a plan for reorganization by the Morris Canal and Banking Company of 1844, (capital $1,000,000.)

In 1844-5 this company undertook the enlargement of the locks and prism. The prism was enlarged by them to the dimensions, 40 x 25 x 5. Section boats were also introduced at this time and were capable of carrying forty-four tons of twenty-two hundred and forty pounds.

Between the years 1847 and 1860 all the planes were rebuilt and equipped with wire-rope hoists. At the end of these improvements,, in 1860, the canal was capable of conveying boats of sixty tons capacity.

Besides its twenty-three lift-locks, already enumerated, this canal has four guard-locks, one feeder-lock and two tide-locks. The greatest lift of any one lock is twelve feet.

The inclined planes on this canal vary in slope from one on eight to one on eleven, {see errata.} and are practically boat railways, conveying the boats in timber cradles up an inclined track by means of cable hoists operated by water-power.

The boats, in order to facilitate their passage over the inclined planes, are constructed in two sections and are jointed together by latches and steadying pins. The trucks, like the boats, are built in two sections and are heavy timber cradles, supported on eight wheels and running on tracks that extend at the foot of each incline a short distance along the bottom of the canal prism. The tracks descend again to the bottom of the summit level and extend a short distance along the bottom. The boats are floated into these trucks in one level and are floated out again in the next level. The trucks are hauled up the steep inclines by wire ropes, wound on drums operated by water-power and descend by their own weight.

This canal has a total length from Phillipsburg to Jersey City of 102.38 miles, and in addition to this, two feeders. The Lake Hopatcong feeder in Morris county has a length of 0.5 mile and the Pompton feeder in Passaic county a length of 3.6 miles, making in all 106.48 miles of canal.

The original cost of this canal was $2,830,000, and the total cost including all enlargements up to 1860 was $5,100,000.

The canal was leased in 1871 to the Lehigh Valley R.R. Co. for nine hundred and ninety-nine years under a guarantee of ten per cent dividends on preferred stock and four per cent on the common stock.

The tonnage on this canal had decreased to such an extent that in 1904 a committee of the New Jersey Legislature reported in favor of allowing its abandonment. The Legislature, however, has failed to act on this report to the present time.

From 1880 to 1890 the average amount of coal transported on this canal was about 285,000 tons. The amount carried in each of the ten years previous to 1903 is shown below.

Statement of Operations.

DATE.

TONS OF

Total.

FREIGHT.

Coal only.

Tolls.

Expenses

of

operation

Net earnings.

1845

58,259

 

$18,997

 

 

1845-59 {average}

366,537

 

172,331

$85,071

$87,260

1860

707,631

 

350,710

 

 

1865

716,587

 

600,584

272,864

327,720

1870

707,572

 

391,549

 

 

1875

451,045

 

270,216

 

 

1880

503,486

 

215,667

160,418

55,259

1889

462,636

 

335,240

310,635

33,605

1890

394,432

 

 

 

 

1893

 

229,509

 

 

 

1894

 

290,713

 

 

 

1895

270,931

256,590

 

 

 

1896

 

203,607

 

 

 

1897

 

211,616

 

 

 

1898

 

164,757

 

 

 

1899

 

156,047

 

 

 

1900

125,829

117,998

 

 

 

1901

 

119,005

 

 

 

1902

 

90,606

 

 

 

1903

 

 

56,564

 

 

 

 

DELAWARE AND RARITAN CANAL. – 35.

The Delaware and Raritan Canal Company and the Camden and Amboy Railroad Company received their charters in 1830 and were consolidated in 1831. The company resulting from this consolidation constructed the canal and operated it until 1867, when it united with the New Jersey Railroad Company.

This new company took the name of the United New Jersey Railroad and Canal Company and is still the real owner of the canal.

In May, 1871, however, the canal was leased to the Pennsylvania Railroad Company for nine hundred and ninety-nine years, and since that date it has been operated by that road. The Pennsylvania Railroad engages to pay ten per cent per annum on the total stock of the united companies.

The canal is well built throughout with paved banks, swing bridges and steam operated lock-gates. The bridges also near the locks are operated by steam and steam is used to tow the boats through the locks. The whole plan is to allow high speed and quick lockages.

While the canal is designed to allow the passage of boats carrying six hundred tons, experience has shown that it is more advantageous to employ boats carrying not more that four hundred and fifty tons. The length of boats should not be greater than one hundred and ten feet and the width not greater than twenty-three feet.

The feeder is navigable, but only for smaller boats.

Statement of Operations.

{d = Deficit.}

Date.

Tons

of

freight.

Receipts.

Expenses for

operation and

maintenance.

Net earnings.

1867

2,404,688

$871,672

$328,515

$543,157

1868

2,519,285

912,108

325,561

586,547

1869

2,547,212

1,035,361

303,008

732,353

1870

 

888,353

303,349

585,004

1871

 

1,913,459

701.030

1,212,429

1872

 

1,524,605

1,016,037

508,568

1873

 

1,590,100

883,321

706,779

1874

2,308,671

1,320,519

768,417

552,102

1875

1,958,004

1,067,661

541,036

526,625

1876

1,897,708

882,551

523,306

359,245

1877

 

896,570

477,607

418,963

1878

1,524,530

702,083

389,720

312,363

1879

2,103,510

695,959

326,925

369,034

1880

1,348,082

419,430

331,343

88,087

1881

1,710,888

541,077

232,314

308,763

1882

1,659,044

553,418

294,750

258,668

1883

1,694,884

548,055

291,575

256,480

1884

 

547,711

381,494

166,307

1885

 

529,079

342,374

186,705

1886

 

533,526

390,705

142,821

1887

 

494,219

414,159

80,060

1888

 

525,748

430,680

95,069

1889

1,276,269

518.907

418,940

99,967

1890

 

509,163

415,326

94,837

1891

 

400,174

363,225

36,949

1892

 

959,307

358,337

970

1893

 

317,141

333,471

d 14,330

1894

 

287,640

300,323

d 12,083

1895

 

274,438

308,865

d 34,427

1896

 

260,882

292,845

d 31,963

1897

 

237,298

275,270

d 37,972

1898

 

259,142

297,720

d 38,578

1899

 

285,068

343,501

d 53,433

1900

 

296,871

331,805

d 34,934

1901

 

272,753

331,649

d 58,896

1902

 

334,067

384,768

d 50,701

1903

 

293,963

406,276

d 112,313

1904

 

275,267

378,475

d 103,218

 

 

THE PENNSYLVANIA CANALS. – 37, 38, 39, 40, 41, 42, 43, 44, 45, 46.

The State of Pennsylvania began the consideration of a canal system traversing the State from the east to the west in the latter part of the eighteenth century, but nothing was accomplished until 1824. In that year a commission was appointed to investigate the possible canal routes between Harrisburg and Pittsburg. The following year another commission was appointed to make surveys and estimates for a canal system extending from Philadelphia to Pittsburg, from Allegheny to Erie, and also for a line to extend to the northern boundary of the State, with a view to connecting with the New York State canals.

The work of construction was begun in 1826 and continued until about 1840 without interruption. During the year 1827 the construction of the Juniata canal as far as Lewiston was authorized and the construction of the western division as far as Blairsville was ordered; also the construction of the Susquehanna division to Northumberland. By the same act construction of the French creek feeder was ordered and the examination of a canal route up the valley of the Delaware from Bristol. Provisional authorization for this construction was also given.

In 1828 the extension of the canal on the Susquehanna from the mouth of the Swatara to Columbia was authorized, also the extension of the Juniata division to Hollidaysburg. By the same act the extension of the canal from Northumberland to Bald Eagle creek was authorized and of the Delaware valley canal as far as Easton. The construction of the Allegheny Portage railroad, designed to form a connecting link between the canals east and west of the Allegheny mountains, was authorized also at this time.

The work undertaken by the State in these various canals and railroads was much more expensive than previously estimated, and the debt accumulated rapidly. Much of the work was poorly done, although some of it merited the highest praise. As a whole, however, the construction of these canals was scandalously mismanaged.

The dissatisfaction of the people, when they began to realize the enormous burden of debt that they had taken upon themselves, was intense. Retrenchment was necessitated by the attitude of the people toward further expenditures, and in 1840 the work of construction was entirely stopped.

The work at this time was not complete, but the success of the competing railroads was already assured, and the people of the state wholly out of sympathy for further expenditures for canals.

The canals and railroads built by the State at such vast expense were no doubt successful in part. The vastness of the enterprise so hastily undertaken resulted in much that was unproductive. Parts of the canal system never paid the annual charges for repairs and operation, and disappointment with the entire scheme became general.

As a result of the popular discontent, the sale of the State works to private corporations was begun in 1845 and was completed in 1859.

In 1845 the Erie canal was sold to the Erie Canal Company. In 1857 the main line of the canal was sold to the Pennsylvania Railroad Company for $7,500,000 in bonds. In 1858 the lateral canals were sold to the Sunbury and Erie Railroad Company for $3,500,000.

The Sunbury and Erie Company afterwards sold the several canals as follows:

The North Branch divisions to the North Branch Canal Company for $1,600,000; West Branch and Susquehanna division to the West Branch and Susquehanna Canal Company for $500,000; the Delaware division to the Delaware Division Company for $1,775,000.

In 1863 the North Branch Canal Company sold that part of the canal between Northumberland and Wilkesbarre to the Wyoming Canal Company for $1,010,000. In 1865 the name of the North Branch Canal Company was changed by legislative enactment to the Pennsylvania and New York Canal and Railroad Company. The privilege of constructing a railroad along the berme bank of the canal was granted by the same act.

This railroad did not injure the canal nor interfere with its operation, but the canal was practically destroyed by a flood in 1865, and repairs were never completed. The railroad was opened to traffic in 1869.

The Wiconisco canal was transferred to a private company while still incomplete, having cost the State about $1,500,000.

By the terms of sale to the Pennsylvania railroad, in 1857, that corporation acquired the Eastern division, the Juniata division, the Western division and the Allegheny Portage railroad. The railroad company gave in payment for these properties bonds to the value of $7,500,000, bearing five per cent interest and payable in annual instalments. These instalments were so planned that the entire bond issue would be finally retired in 1893.

In the first year of its ownership the railroad company abandoned the Allegheny Portage railroad. In 1863 about thirty miles of the Western division was abandoned, extending from Blairsville to Johnstown, and in 1864 the remainder of this division was abandoned.

In 1866 the Pennsylvania Railroad Company sold to the Pennsylvania Canal Company that part of its canal property that was not abandoned, amounting to one hundred and seventy-eight miles. The consideration was $2,750,000, and of this amount $1,000,000 was reckoned as being the value of the canals when first purchased by the railroad in 1857. The companies’ reports seem to show that this sale was made to avoid further payments to the State, and that the State received only this sum, $1,000,000, instead of the $7,500,000 as at first agreed.

The Pennsylvania Canal Company acquired a majority of the shares of the West Branch Canal Company in 1867, and operated the canals of that company (Susquehanna and West Branch canal) under a lease after 1869. The Wyoming Canal Company was absorbed by the Pennsylvania Canal Company in 1869. In 1870 the property of the Wiconisco Canal Company was obtained as a result of a judgment, and thereafter all these canals were operated as a single property. In 1870 the canals of the Erie Canal Company were acquired by forced sale by the Pennsylvania Company and were operated through the season of 1871, when they were abandoned.

In 1872 the canals in operation under the control of the Pennsylvania Canal Company were reported as follows:

 

Columbia-Wilkesbarre

151 miles

Junction-Williamsburg

113 miles

Northumberland-Farandsville

82 miles

Clarks Ferry-Millersburg

12 miles

Total

358 miles

 

The prism was 40 to 60 feet at water-surface, 24-34 at bottom and from 4 to 6 Ό feet deep.

The locks were as follows:

 

Cut stone

61

Wood and rubble

46

Wood

25

Total

132

 

Besides these lift-locks there were fourteen stop-locks, sixteen guard-locks, and four weigh-locks. There were, on the entire system, twenty-six dams, sixty-eight aqueducts, and eighteen miles of slack water. At this date the average capacity of the boats was one hundred and twenty tons each, and the average tonnage on the canals was a little less than one million tons yearly.

The canals of the western division were entirely abandoned in 1865 and after 1872 the number of miles operated decreased steadily. In 1875 the canal mileage of this system had decreased to three hundred and twenty-four miles. Again, in 1901, all except one hundred and one-half miles of the canals of this system were abandoned. In 1903 only forty-three miles remained and in 1904, this great system of Pennsylvania canals was wholly abandoned. The Delaware Division canal which is not included in the above system, but which is under the control of the Lehigh Coal and Navigation Company, remains to-day a sole representative of the original system of State canals.

Statement of Operations of the Pennsylvania Canal Co. from 1871 to 1900.

{Abandoned in the year 1904.}

{d = Deficit.}

Date.

Tons

of

freight.

Receipts.

Expenses for

maintenance

and operation

Net earnings.

1871

1,029,286

$649,598

$591,711

$57,887

1872

967,574

556,164

696,598

d 140,434

1873

870,121

559,557

706,788

d 147,231

1874

871,358

555,524

249,859

305,665

1875

781,707

444,669

240,637

204,032

1876

880,652

409,773

238,944

170,829

1877

772,189

299,654

152,221

147,433

1878

668,706

289,009

151,698

137,311

1879

806,522

282,767

174,843

107,924

1880

861,798

368,770

177,826

190,944

1881

905,095

360,251

262,611

97,640

1882

874,952

371,467

253,740

117,727

1883

808,311

388,389

203,772

184,617

1884

649,517

315,763

192,373

123,390

1885

624,021

307,590

145,441

162,149

1886

670,641

280,314

201,845

78,469

1887

687,461

297,707

366,871

d 69,164

1888

712,089

325,928

406,173

d 80,145

1889

410,904

172,342

228,809

d 56,467

1890

 

135,029

99,413

35,616

1891

377,878

129,500

102,372

27,128

1892

340,771

102,796

100,160

2,636

1893

302,868

109,741

156,426

d 46,685

1894

267,057

86,779

85,430

1,349

1895

286,659

58,412

68,517

d 10,105

1896

 

68,531

58,379

10,152

1897

 

44,853

37,171

7,682

1898

 

75,721

90,359

d 14,638

1899

 

33,089

35,408

d 2,319

1900

 

33,325

31,384

1,941

 

 

DELAWARE DIVISION CANAL. – 47.

This canal was sold in 1858 by the State of Pennsylvania to the Sunbury and Erie Railroad Company and it has since been resold to the Delaware Division Canal Company.

This latter company leased the canal in 1866 to the Lehigh Coal and Navigation Company, receiving eight per cent on the stock, $1,633,350 and six per cent on the bonds, $800,000.

Constructed originally with locks only eleven feet wide, it was operated with great inconvenience until the year 1860. At that time the width of the locks was enlarged to twenty-two feet, corresponding to the locks on the rest of the Lehigh canal, in connection with which it is operated.

Statement of Operations.

{See also Lehigh Coal and Navigation Co.}

{a = average.}

Date.

Tons

of

freight.

Receipts.

Expenses for

operation and

maintenance.

Net earnings.

1830-40

 

$948,487

$48,062

 

1850

200,905

 

 

 

1840-50 a

129,687

55,487

 

 

1855

 

388,924

 

 

1856

 

353,782

83,355

$270,427

1850-60 a

 

274,024

61,152

212,872

1863

420,199

156,874

24,826

132,048

1864

641,420

236,993

48,617

188,376

1865

703,635

247,058

90,289

156,769

1866

1,033,712

349,650

81,316

268,334

1867

901,584

 

97,473

 

1868

901,263

274,915

 

 

1869

596,184

198,790

144,000

54,790

1870

825,461

221,704

149,509

72,195

1871

774,193

 

 

 

1872

835,528

 

 

 

1873

814,220

 

 

 

 

 

ERIE DIVISION – 48, 49, 50.

FRENCH CREEK CANAL.

BEAVER CANAL.

ERIE EXTENSION.

These canals furnished two routes between Lake Erie and the Ohio river with the portion from Lake Conneaut to Lake Erie in common.

They were sold to the Erie Canal Company in 1845 by the State of Pennsylvania, and this company was absorbed by the Pennsylvania Canal Company in 1870. They were operated until the end of the season of 1871, when they were abandoned.

Statement of Operations.

French Creek Canal.

{d = Deficit.}

Date.

Tons

of

freight.

Receipts

Expenditures

Net earnings.

1835

 

 

$2,060

 

1840

 

$645

16,263

d $15,618

1845

 

97

1,219

d 1,122

Beaver Canal.

{a = Average. d = Deficit.}

Date.

Tons

of

freight.

Receipts

Expenditures

Net earnings.

1834

 

$555

 

 

1840

 

3,192

$49,740

d $46,548

1845

 

1,251

3,972

d 2,721

1845-60 a

 

64,309

43,199

21,110

1865

307,356

134,966

187,460

d 52,494

1866

355,042

160,487

99,441

61,046

1867

327,374

 

 

 

1868

220,257

79,247

101,435

d 22,188

1869

259,474

104,961

103,233

1,728

1870

182,017

67,251

78,810

d 11,559

 

 

SCHUYLKILL CANAL. – 51.

{On the accompanying map this canal should be shown in orange rather than red.}

This canal, one of the oldest, had a more prosperous history than some of the other canals.

It was chartered, in 1815, with the purpose of opening up one of the richest anthracite coal fields of Pennsylvania. The work was begun in 1816 and about 1825 the canal was in operation between Mount Carbon and Philadelphia.

The company did an extremely lucrative business until the beginning of railroad competition in 1842, when the Philadelphia and Reading railroad began competing for the coal trade. The canal could not compete successfully with the railroad and, in order to do so, undertook extensive enlargements. In 1846 and 1847 the depth was increased to six feet, the number of locks was decreased from one hundred and twenty to seventy-one, and the canal made available for boats of one hundred and seventy tons.

This outlay, together with great flood damage in 1850, reduced the company to bankruptcy and although the canal was repaired and operated in 1851, nevertheless, in 1852, it went through a reorganization.

The company of 1852 took up the contest with the railroads, and showed great energy in that direction until 1870, when the Philadelphia and Reading put an end to the conflict by leasing the canal property for nine hundred and ninety-nine years, paying an annual rental of $655,000.

The canal receipts decreased steadily under the railroad management. In 1898 and thereafter only 89.88 miles were operated between Port Clinton and Philadelphia, and in 1904 the whole canal was abandoned.

The freight rate on this canal varied, for various commodities, from one cent to two and one-half cents a ton per mile, the ton being a gross ton of twenty-two hundred and forty pounds.

In 1872, two years after the lease to the Philadelphia and Reading railroad, there were forty-seven lift-locks, eighteen stop-locks, seven guard-locks, and seventeen guard-locks with lift also. Of these locks seventeen were of cut stone, two were of cement, and the remainder were composite, i.e., timber backed with rubble masonry.

The following shows the variation in the traffic on this canal:

Statement of Operations.

{d = Deficit.}

{* in original text.}

Date.

Tons

of

freight.

Receipts

Expenditures

Net earnings.

1826

* $32,404

$48,481

 

 

1827

65,501

58,149

 

 

1828

105,463

87,171

 

 

1829

134,524

120,039

 

 

1840

 

468,380

 

 

1860

1,651,416

1,089,773

 

 

1865

1,344,730

1,650,882

$1,401,431

$249,451

1869

1,100,667

1,159,059

344,428

814,631

1870

879,743

 

 

 

1875

979,810

737,660

197,792

539,868

1880

630,416

537,133

169,952

403,181

1885

683,562

307,591

135,070

172,521

1890

144,994

81,207

40,089

41,118

1895

70,070

39,233

38,865

368

1900

82,490

55,693

31,482

24,211

1901

83,506

36,792

31,673

5,119

1902

68,973

16,125

113,217

d 97,092

1903

 

36,338

103,605

d 67,267

1904

abandoned

 

 

 

 

 

THE LEHIGH COAL AND NAVIGATION COMPANY. – 52,53.

In the year 1793 a company was formed under the title of the "Lehigh Coal Mine Company" which acquired, by purchase and under State warrants, about five-sixths of the anthracite coal land now owned by the Lehigh Coal and Navigation Company.

This company opened the coal mines and appropriated some money to open a road from the mines to the landings, a distance of nine miles. Failing to obtain from the stockholders any adequate sum for this purpose, the mines were allowed to lie idle for a number of years. In the meantime, however, the stockholders endeavored to secure legislative action looking to the improvement of the Lehigh river. Several laws were passed as a result of their efforts, but none of real benefit to them.

A lease of one vein of coal was given by them in 1807 with the privilege of mining iron ore as well. The parties securing this lease failed to make a success of the business and soon after abandoned the lease.

Again, in 1813, the company leased their property for ten years, granting also the right of cutting lumber for boats. The company holding this lease agreed to market ten thousand bushels of coal a year. The entire consideration demanded by the Lehigh company was the introduction of this quantity of coal into the Philadelphia market. The lessees paid four dollars a ton to a contractor for hauling the coal from the mines to the river, over the above mentioned road. This contract resulted in loss to the contractor.

At the river the coal was enclosed in timber boxes, shaped like crude flat-bottomed boats, and called "arks." These arks, five in number, were despatched down the river, being carried along by the current. Of the five ark loads, so despatched, two reached Philadelphia in safety, the other three being wrecked in the passage.

The price at which the coal was sold to Messrs. White and Hazard, twenty-one dollars a ton, did not cover the expenses and losses incurred by the lessees, and owing to this fact the business was abandoned.

Messrs. White and Hazard were determined to obtain more of this coal, and in 1817 obtained a lease of the property for twenty years. The sole conditions of this lease were the marketing of forty thousand bushels of coal a year, in consideration for which the lessees were to pay the owners one ear of corn annually.

Having obtained this lease, Messrs. White and Hazard applied to the Legislature for authority to improve the Lehigh river. In 1818 an act was passed granting this authority. The Legislature, while granting this privilege, reserved the right to compel this firm to extend a slack-water system the entire distance from Easton to Stoddartsville if dissatisfied with the navigation provided.

A survey of the property was commenced in April of this year. The instruments used were borrowed from the Delaware and Schuylkill Canal Company. These were, in fact, the only instruments in Philadelphia at that time.

In attempting to form a stock company, Messrs. White, Hanto and Hazard found it necessary to separate the river improvement from the land improvement. Accordingly two companies were formed. The Lehigh Navigation Company was formed in August, 1818, to undertake the river improvements; the Lehigh Coal Company in October of the same year, to build a road from the mines to the river. This dual organization was due to the fact that some people believed in the river improvement, but were skeptical about the value of the anthracite coal, while others regarded the river improvement as a dangerous experiment, but had faith in the value of the coal fields.

The capital stock of the navigation company was fixed at $50,000, and the owners of the stock were to receive all earnings up to twenty-five per cent on their holdings annually. All earnings above this were to go to Messrs. White, Hanto and Hazard.

The grading of the road from the mines to the river, a distance of nine miles, was completed in 1819. This is said to be the first road in this country laid out with instruments and built to well planned grades, and possibly the first road built, without undulations, in any country in which so many natural obstacles to such a road existed.

In 1820 White and Hazard absorbed Hanto’s interests in these concerns, and the two companies were combined under the name, "Lehigh Navigation and Coal Company." Additional stock to the amount of $20,000 was issued at this time for improving the navigation, and three hundred and sixty-five tons of coal were sent to Philadelphia for sale. This quantity completely stocked the market and was disposed of with difficulty.

In 1821 the capital stock was again increased, the name was changed to "The Lehigh Coal and Navigation Company," and the plan of distribution of the earnings was changed so that thereafter Messrs. White and Hazard were merely stockholders in the company. The amount raised by this stock issue was $50,000, which was expended in further improvements in the river navigation. In this year one thousand and seventy-three tons of anthracite coal were sent to Philadelphia.

In the following year, 1822, an act was passed incorporating the company and the stock was still further increased by $38,950.

The arks, so called, used in transporting this coal, were rectangular boxes from sixteen to eighteen feet wide, and from twenty to twenty-five feet long, resembling a rough scow. At first two of these were joined together by hinges, and later the number of sections increased to eight or nine. They were steered by a long oar, like a raft. Machinery was introduced for jointing and putting together the planks of which these arks were built, and the men became so expert in building them that five men could build and launch a section in forty-five minutes. These arks were broken up at the end of their journey and the lumber sold. The men employed in guiding them down-stream walked back to the upper end of their route and brought down another consignment.

The corporation was granted a license to receive tolls on this river navigation, but did not collect any tolls until the year 1827.

This method of transporting coal caused the consumption of so much timber that the river was improved in 1823 for sixteen miles above Mauch Chunk, for the purpose of bringing down the timber for building arks. These improvements gave rise to another increase to the capital stock of $96,050, making the entire capitalization at the end of 1823, $500,000.

In 1825 the demand for coal had increased to such proportions that 28,393 tons were sent down the Lehigh and 7,143 were sent down the Schuylkill, which was now open to navigation. The coal trade had grown to such proportions that a railroad was built in 1827 on the road from the mines to the river. There was at that time only one other railroad in operation in the country, and that was only three miles long. This railroad built by the Lehigh Company sloped from the mines to the river without any up grade in the entire nine miles. The slope was sufficiently steep so that the cars loaded with coal ran from the mines to the river under the influence of gravity. The empties were then drawn back to the mines by mules. On the down trip these mules were loaded in cars, with the coal.

In 1827 the capitalization was increased by the issue of new stock to the amount of $500,000, and it was determined to establish a complete slack-water navigation on the Lehigh, that would be navigable in either direction. The improvements up to this time had consisted in dams and channel work to facilitate the passage of the arks, and the change in system was a radical one.

At this time, the construction of the Delaware Division canal became a certainty; therefore, the Lehigh company had only to provide for the necessary canals and locks between Easton and Mauch Chunk. The dimensions of the canal were fixed at a width of sixty-feet at water-surface and five feet in depth. The locks were to be one hundred feet long and twenty-two feet wide, adapted to boats of one hundred and twenty tons. The Lehigh slack-water navigation was completed in 1829, and the Delaware Division canal was not navigable until nearly three years later. The failure of the contractors to complete the Delaware Division canal was very costly to the Lehigh company. Arks were the only form of boats that could be used on the Delaware during these three years, and they were very expensive to move on the improved Lehigh slack-water navigation. Moreover, when complete, the locks of the Delaware Division canal were only half as wide as those of the Lehigh, thereby preventing through transportation in the large boats, so that in its early history the Delaware Division canal was a serious handicap to the Lehigh.

In 1835 the extension of the Lehigh canal from Mauch Chunk to Stoddartsville was undertaken in compliance with legislative enactment. In 1837 the Legislature allowed the capital stock to be increased to $1,600,000 and repealed so much of their former act as effected the improvement of navigation between White Haven and Stoddartsville. In 1838 the canal extension from Mauch Chunk to White Haven was completed by means of high lifts and the obligations to the State thereby met.

In 1841 the Lehigh canal was visited by a flood that damaged the works so seriously as to render them entirely useless. Owing to this fact, an impression was created that the property was destroyed. As a result of this damage it was necessary, for a time, to put the canal under the management of trustees for the benefit of the creditors. The canal was restored in the following year from Easton to Mauch Chunk and in 1844 to White Haven.

The depth of the canal was increased at this time and other improvements made. The Legislature allowed the increase of the capital stock so as to cover the actual cost of the canal, provided that the total amount should not exceed $6,000,000.

The canal suffered again from flood damage in 1851, although somewhat less severely than in 1841. Repairs were immediately made increasing the depth of the canal and locks to six feet, in this year.

The financial position of the company was much improved in 1850 by the funding of the claims of the creditors, in whose interests trustees had been appointed in 1842. In 1851 provision was made for converting outstanding bonds into stock, still further strengthening the company.

In 1860 the Delaware Division canal was increased in size so as to admit boats of the same size as the Lehigh, thus conferring great benefit upon the latter.

In 1862 the canal was again visited by a damaging flood and in the year following the canal was repaired, except that part above Mauch Chunk, which was then abandoned.

In 1866 the Lehigh took a lease of the Delaware Division canal for nine hundred and ninety-nine years, and the two have been operated as a single canal ever since. The Lehigh company agreed to pay six per cent annually on the bonds of the Delaware company, amounting to $800,000, to assume the obligation of paying them, and to pay eight per cent annually on the stock, $1,633,350. In 1878 the date of payment of these bonds was extended to 1898 and the dividend payment on the Delaware stock decreased from eight per cent to four per cent per annum. In 1898 the date of payment of the bonds was extended to 1948 and the rate on them decreased from six per cent to four per cent.

The Lehigh company owns valuable railroad properties, built as adjuncts of the canal. These railroads, combined with the coal properties, have so increased in value as to form the main asset of the company.

The Lehigh and Susquehanna railroad was built by this company in the years 1837 to 1844. It was designed to connect the Lehigh canal with the North Branch canal of the Pennsylvania system. It extended from Whitehaven to Wilkesbarre, a distance of about twenty miles, and cost originally about $1,120,000. A description of the present condition of the coal and railroad properties is beyond the scope of the present work.

In the year 1871 the Lehigh Coal and Navigation Company leased its railroad properties to the Central Railroad Company of New Jersey for an annual rental equal to one-third the gross receipts from their operation. In 1873 the same company contracted to operate the Lehigh canal properties, to assume all the obligations involved and to pay an annual rental of $200,000 to the Lehigh company.

In 1876 the Central Railroad of New Jersey was put in the hands of a receiver. As a result of this, the canal contract was abandoned by the railroad company, and the operation of the canals was resumed in 1877 by the Lehigh company.

The Lehigh Coal and Navigation Company derives to-day large revenues from its coal and railroad properties and its securities are closely held. There is a small annual loss from the operation of the canals, larger than appears in the accompanying table. This table does not show loss due to capital account nor to extraordinary repairs which are frequent.

In 1839 the lower section of the canal, extending from Mauch Chunk to the Delaware river at Easton, was reported as follows:

 

Pools

10.000 miles.

Canals

34.584 miles.

Locks

1.632 miles.

Total length

46.216 miles.

 

Canals sixty to sixty-five feet wide at top water-line, forty-five feet wide at bottom and five feet deep.

 

Locks

 

guard

5

guard with lift

3

lift

44

Total

52

100 feet between quoins, and 85 feet clear.

 

22 feet wide.

 

6-9 feet lift.

 

passing boats of more than 100 tons.

 

 

Dams – 8

 

8-19 ½ feet high.

300-564 feet long.

 

Total fall of canal, 352.2 feet.

TABLE SHOWING TONS OF COAL TRANSPORTED ON THE LEHIGH CANAL UP TO THE YEAR 1839.

Date.

Tons of coal.

Date.

Tons of coal.

1820

365

1830

41,750

1821

1.073

1831

40,966

1822

2,240

1832

70,000

1823

5,823

1833

123,000

1824

9,541

1834

106,244

1825

28,393

1835

131,250

1826

31,280

1836

146,522

1827

32,074

1837

225,937

1828

30,232

1838

214,211

1829

25,110

1839

221,850

 

It was estimated at this time, 1839, that the total cost of conveying freight on this canal per ton per mile, including tolls, was 1.6 cents.

Statement of Operations.

{The below statement includes the Delaware Division canal after 1890.}

{d = Deficit.}

Date

Tons

of

freight.

Receipts

from

tolls.

Expenditure for

operation and

maintenance.

Net earnings,

including

water rents.

1840

281,802

$143,335

 

 

1850

884,783

353,131

 

 

1860

1,338,375

481,119

 

 

1865

1,047,638

612,803

 

 

1870

1,123,140

344,308

$182,343

$161,965

1875

854,643

484,753

186,744

298,009

1880

719,338

187,520

78,854

108,666

1881

702,714

169,722

113,942

55,830

1882

678,894

143,020

87,321

55,699

1883

728,988

151,825

86,273

65,552

1884

762,588

155,000

77,557

77,443

1885

689,554

124.507

79,316

45,191

1886

627,653

112,580

84,668

27,892

1887

586,060

82,691

72,327

10,364

1888

564,489

75,147

65,847

9,300

1889

567,669

70,572

62,494

8,078

1890

603,662

 

 

 

1891

556,141

 

 

38,162

1892

438,513

 

 

31,344

1893

397,708

 

 

16,987

1894

390,514

 

 

d 16,927

1895

409,684

87,263

90,239

d 2,976

1896

388,313

88,963

 

d 16,060

1897

369,878

90,406

 

11,433

1898

344,463

85,089

 

6,089

1899

367,946

87,480

 

 

1900

380,579

98,068

 

10,724

1901

345,197

 

 

d 9,077

1902

28,589

 

 

d 77,033

 

The report of the entire operation of the Lehigh Coal and Navigation Company for 1902 shows a capitalization of $35,270,693, and values the Lehigh canal improvements at about $2,225,300. The total net receipts of the company for that year were reported as being $2,430,135 from it railroad properties and coal lands. The deficit from the operation of its canals for the same year was $77,037, owing to flood damage.

 

 

UNION CANAL. – 54.

Including the Pine Grove Branch.

The project of connecting the Schuylkill and the Delaware with the Susquehanna dates back to the eighteenth century. Two companies were formed with the project in view, one in 1791 under the name of Schuylkill and Susquehanna Navigation Company, the other in 1792 under the name Delaware and Schuylkill Canal Company. These two companies were united, but nothing came of their project.

In 1811 a new company was incorporated by the Pennsylvania Legislature under the name, "Union Canal Company of Pennsylvania."

The canal, leaving the Susquehanna at Middletown, joined the Schuylkill at Reading, following the left bank of the Swatara and of the Hocken. It was completed in 1827.

The Pine Grove Branch, commenced as a feeder branch or ditch in 1828, was made into a navigable way to the coal field in 1832.

Originally constructed for twenty-five ton boats, the canal was enlarged in 1850 in its western part and in the Pine Grove branch, and in 1855 in the eastern part as well, so as to allow the passage of eighty-ton boats. The cost of this enlargement, together with the failure of the expected increase in business, resulted in financial embarrassment, and the canal was operated by trustees for bondholders after 1858.

The Pine Grove branch was abandoned in 1862, and the remainder of the canal in 1885.

The tonnage had decreased from 205,517 tons in 1858 to 16,165 tons in 1884.

The capitalization of the company was as follows:

 

Capital stock

$2,907,850

Bonded indebtedness

3,000,000

Floating debt

155,000

Statement of Operations.

{a = Average. d = Deficit.}

Date

Tons

of

freight.

Receipts.

Expenditure for

operation and

maintenance.

Net earnings.

1828

18,124

$15,512

 

 

1830-45 a

95,420

92,081

 

 

1847-59 a

160,567

85,138

 

 

1863

170,630

76,614

$74,404

2,210

1864

199,273

94,679

93,913

766

1865

76,061

48,505

47,226

1,279

1866

138,228

64,075

65,168

d 1,093

1867

149,102

75,279

68,754

6,525

1868

132,110

60,830

55,522

5,308

1869

127,253

43,587

58,698

d 15,111

1870

110,760

59,952

55,750

4,202

1871

127,287

58,590

36,767

21,823

1872

124,961

44,862

37,741

7,121

1873

119,305

43,349

39,456

3,893

1874

77,352

33,692

33,166

526

1875

58,495

31,596

29,684

1,912

1876

46,500

29,616

20,722

8,894

1877

41,962

29,678

21,697

7,981

1878

32,526

29,521

21,421

8,100

1879

29,663

25,684

16,251

9,433

1880

29,853

26,997

22,496

4,501

1881

23,316

25,706

23,131

2,575

1882

26,251

22,365

21,981

384

1883

28,878

19,288

18,676

612

1884

16,165

22,964

21,845

1,119

1885 Abandoned in 1885

 

 

 

 

 

 

SUSQUEHANNA AND TIDE-WATER CANAL. – 55.

This canal served as an extension to tide-water of the Pennsylvania canal system. Two distinct companies were organized for this purpose, one in the State of Pennsylvania (the Susquehanna Canal Company), the other in Maryland (Tide-water Canal Company); but the first of these absorbed the second by stock purchase, so that the Susquehanna Canal Company was the real owner of both lines.

The maximum tonnage of 528,000 was in 1864, and since that time the railroad competition caused steady decrease in tonnage till the canal was abandoned in 1895.

During the latter years of this canal, it was operated by the Philadelphia and Reading Railroad Company, which leased the canal in 1872 at an annual rental of $7,000, plus the interest on the canal bonds, plus one-half the net revenue of the canal, with three per cent guaranteed on the capital stock.

The capitalization in 1890 was as follows:

 

Capital stock

$2,002,746

Bonded indebtedness

2,901,311

Floating debt

42,412

 

This canal showed a rapidly decreasing tonnage after 1880, and in 1895 the total tonnage reported was 11,021 tons. It was never operated after that year.

Statement of Operations.

{d = Deficit.}

Date

Tons

of

freight.

Receipts.

Expenditures.

Net earnings.

1840

 

$41,588

 

 

1847

 

154,627

$39,143

$115,484

1865

325,029

380,160

237,297

142,863

1870

483,235

134,138

 

 

1875

430,846

95,840

84,896

19,944

1880

382,295

53,630

35,693

17,937

1885

341,376

57,500

44,182

13,318

1890

32,948

8,686

18,295

d 9,609

1895

11,021

2,957

3,626

d 669

 

 

CHESAPEAKE AND DELAWARE CANAL. – 60.

This project was conceived in the eighteenth century, and in 1799 a concession was granted to a company by the State of Maryland, and was agreed to by the State of Delaware.

The work was begun in 1804, but was repeatedly interrupted, and in 1822, under a reorganization of the company, the States of Delaware, Maryland and Pennsylvania, in conjunction with the United States Government, subscribed to the stock of the reorganized company.

The line of the canal extends across the peninsula at the narrowest point, from Delaware City to Chesapeake Bay, a little south of the straight line joining Baltimore and Philadelphia.

It is built with swing drawbridges and rapid acting locks and is an efficient ship canal. Through it pass each year great numbers of passengers on the swift Baltimore and Philadelphia boats, besides large quantities of miscellaneous freight.

Statement of Operations.

{a = Average.}

Date

Tons

of

freight.

Receipts.

Expenditures.

Net earnings.

1831

27,375

$61,223 15

 

 

1840-50 a

221,189

123,541 00

$35,801 00

$87,740 00

1850-60 a

521,707

220,440 00

55,514 00

164,926 00

1876

 

237,616 00

85,727 00

151,889 00

1880

959,146

201,783 00

62,245 00

139,538 00

1889

736,879

189,117 61

51,786 00

137,331.23

1888-04 a

760,000

 

 

 

1903

704,147

 

 

 

1904

706,226

 

 

 

 

 

CHESAPEAKE AND OHIO CANAL. – 61.

As early as 1774, General Washington appears to have conceived the idea of opening up a navigable waterway from the Potomac to the Ohio.

In 1774 he obtained, from the Virginia Legislature, a law authorizing the citizens who wished, to undertake the improvement of the Potomac river as far as Wills creek (Cumberland).

Maryland objected to the proposition on the ground that the improvement of the Potomac would divert business from Baltimore and, as the river was a boundary between the two states, concurrent action was necessary.

The question was taken up again in 1784 by a commission from the two states, of which commission George Washington was a member. The work of this commission served as the basis for the formation of the Potomac River Company. The two States each took a portion of the stock. The stock was rapidly subscribed and in 1785, the whole amount being taken, the enterprise was launched with George Washington as the first president.

The company in 1820 had failed to complete the work, but had accomplished a good deal. The promoters recognized, however, that the enterprise would not be remunerative and soon after it was abandoned.

The locks of the old Potomac company, twelve in number, had lifts ranging as high as eighteen feet. The canal proper connecting the different pools add up 4.78 miles. {per original text.} Of the old locks some are still standing, and are of a high grade of masonry work, well preserved. Their location seems to show that that time the Potomac low water was much higher than it is now.

In 1822 the idea of substituting a canal in place of improved river navigation was proposed, and in 1823 the Potomac company was authorized to transfer its charter to the Potomac Canal Company, formed under the laws of Maryland and Virginia. The lack of consent of the United States caused this company to give up the project. Being reorganized in 1825 under the name of Chesapeake and Ohio Canal Company, with authority to extend the canal to Baltimore, it was finally in a position to undertake the work, with the consent of Virginia, Maryland, Pennsylvania and the United States.

The United States treasury subscribed for 10,000 shares of the stock. The work was commenced in 1828 and completed in 1850, when it had cost $11,071,176.

The canal follows the left bank of the Potomac from Georgetown. It is fed entirely from the Potomac, from which it separates at only one point, Pawpaw Bend, in order to avoid a long curve in the river. The canal and river are connected by numerous locks known as "feeder" locks.

In 1889 the capitalization of the company was as follows:

 

Capital stock

$3,851,594

Bonded to secure loan from Maryland

6,375,000

Other debts

3,000,000

 

This last figure includes the bonds of 1844, amounting to $1,699,500, issued {original text has "issud.} for the purpose of completing the canal, and those of 1878, issued for the purpose of repairs, amounting to $87,000.

The competition of the railroads decreased the receipts of the canal steadily, and in 1889, when much of the canal was destroyed by flood, there was neither money nor credit to carry out the necessary repairs.

The canal was consequently abandoned and the sale of the State’s interest was ordered. The bondholders of 1844, dissatisfied with the terms of the sale, got possession of the canal, and in 1891, by a court decree, took up the outstanding bonds of 1878, spent about $400,000 in repairs, and put the canal in operation.

Since that time the canal has been operated by the trustees of these bondholders, appointed by the court for successive terms of four years.

It is now in operation transporting between 200,000 and 300,000 tons yearly, mainly coal.

Statement of Operations.

Date

Tons

of

freight.

Receipts.

Expenditures.

Net earnings.

1872

922,177

$476,164

$222,859

$253,305

1880

655,423

372,616

227,277

145,339

1888

286,813

129,470

126,770

2,700

1903

252,822

 

 

 

1904

254,228

 

 

 

 

 

JAMES RIVER AND KANAWHA CANAL. – 64.

The James River Company was incorporated in 1785 by the Legislature of the State of Virginia for the improvement of the James river. It constructed a canal around the falls of the river between Richmond and Westham seven miles long, and improved the river as far as Buchanan.

A second company of the same name, taking the place of the old, in the interest of the State, reconstructed the canal from Richmond to Westham and improved the Kanawha, by dams and navigation passes, from Charleston to the Ohio.

Finally, in 1832, the Legislature of Virginia incorporated the James River and Kanawha Company, of which the organization was perfected in 1835. The State subscribed for three-fifths of the capital stock of the new company, and placed a valuation of $1,350,000 on the work already done, and on debts due the State from the original company.

The new canal was finished between Richmond and Lynchburg in 1840, with forty-seven lift locks and a total lift of five hundred and fifty-five feet. The rest of the canal was not completed until 1851 and then only as far as Buchanan. The work above that point was never completed.

The capital stock of that company was $5,000,000, of which $1,000,000 represented the work of the old company. The cost of the works amounted to more than $10,000,000. The company was never able to pay its charges and the operation of the canal was abandoned.

In 1880 the works were sold to the Richmond and Allegheny Railroad. This company failed and the line of the canal was sold to the Chesapeake and Ohio railroad, which made use of the old tow-path for a road-bed; so that now a portion of the old canal is used as the road-bed of a railroad, and the remainder is abandoned.

 

 

ALBEMARLE AND CHESAPEAKE CANAL. – 65.

The two parts of this canal open a continuous waterway from the Chesapeake to Albemarle Sound. This waterway, together with the Delaware and Raritan and the Chesapeake and Delaware, was designed to furnish a continuous, coastwise, inland water route.

The first part of the canal extends from the southern branch of Elizabeth river into Currituck Sound and the second extends from Currituck Sound to North river, a branch of Albemarle Sound.

The approaches to this canal are being dredged to a depth of nine feet and eighty feet wide, by the National Government, under authority of an act adopted in 1890. The United States Government had spent a large sum on these approaches before that project was adopted. The whole amount expended by the Government amounted to about $300,000 up to 1903. During the calendar year 1902, the number of vessels passing through the canal was three thousand, three hundred and twenty-five, with from three to nine feet draught and an average tonnage of one hundred and nine tons.

Statement of Operations.

Date

Tons

of

freight.

Receipts.

Expenditures.

Net earnings.

1866

 

$50,588

 

 

1867

 

59,493

 

 

1868

 

58,270

 

 

1869

 

56,525

 

 

1870

 

58,230

 

 

1871

 

64,285

 

 

1872

 

71,098

 

 

1873

 

84,839

$8,924

$75,915

1880

400,000

 

 

 

1889

316,793

86,138

56,432

29,706

1902

199,062

 

 

 

 

 

DISMAL SWAMP CANAL. – 66.

This canal, begun under a joint charter of Virginia and North Carolina, was opened in 1794. Patrick Henry was a liberal subscriber to the stock in 1791. The canal was enlarged and was opened for navigation on the thirty-first of December, 1828.

The canal connects the waters of the Elizabeth river with the Pasquotank river in North Carolina, an arm of Albemarle Sound.

The canal proved to be of great value in the war of 1812 as a means of transporting war supplies, free from the danger of capture by the enemy’s cruisers.

In 1899 the depth of waterway was only two and five-tenths feet, although originally it had been six feet. In that year the United States Government undertook to dredge the approaches to a depth of ten feet, and a width of one hundred feet in Deep creek, and Turners cut in Croatan Sound, to a depth of twelve feet, and a width of two hundred feet. The cost of this work to 1903 was $251,196.

The private company, owning the canal at the same time, deepened the channel so that vessels of ten feet draught could pass through; but owing to shallow places in the canal, vessels of more than nine feet draught do not pass through.

The total number of vessels passing through the canal in 1902 was thirty-nine hundred and five with an average tonnage of two hundred and forty-eight for the barges.

The freight passing through in 1901 was 214,263 tons valued at $1,485,409. In 1902, the freight passing through had increased largely, being valued at $2,485,161.

 

 

NEW BERNE AND BEAUFORT CANAL. – 68.

The Clubfoot and Harlowe Creek canal, so called by the United States Engineers.

A large part of the water route from New Berne to Beaufort consists of navigable waterways improved by the United States.

The distances are as follows: New Berne to Clubfoot creek, twenty-one miles; thence to Clubfoot and Harlowe canal, five miles; thence through the canal three and two-tenths miles to Harlowe creek; thence to Newport river, two and eight-tenths miles; thence to Beaufort, seven miles.

The project, adopted in 1883 and begun in 1884, provided for a thirty-foot waterway, five feet deep throughout; but work has been suspended pending the sale of the Clubfoot and Harlowe canal to the Government.

The depth of the canal, in fact, is only two feet, due to shoaling, and practically the whole commerce consists of rafts and logs.

In 1900 the total tonnage conveyed over the canal amounted to 35,779 tons against 66,974 tons in 1902, showing a general increase.

 

 

WATEREE CANAL. – 72.

CATAWBA CANAL. – 73.

LANDSFORD CANAL. – 74.

The Wateree or Catawba river unites with the Congaree river to form the Santee. The canals along the Catawba were built by the State about 1826 in order to extend navigation above Camden, where it stopped then and also to-day.

These canals were never fully completed and were never made use of. The names, even, given to the different small canals, connecting the different ports, never became fixed. Various descriptions of these canals both name and divide them differently.

 

 

LORICK’S CANAL. – 77.

DREHER’S CANAL. – 78.

BANKNIGHT’S CANAL. – 79.

These canals form a series of canals along the banks of the Saluda river, utilizing the river bed where possible.

The names, divisions and dimensions of these canals are variously given and they appear never to have been of any great importance.

The divisions and dimensions given in the accompanying table are those of H. Vétillart.

 

 

AUGUSTA CANAL. – 80.

The canal, projected about 1845 by citizens of Augusta for a water-supply and for water-power, was completed in 1847 and enlarged in 1875.

Although belonging to the city, it was operated by a private corporation for a time and is now operated by the city itself, which does not collect any toll for its use as a waterway.

Statement of Operations.

{No tolls are charged.}

Date.

Tons

Of

freight.

1880

2,697

1889

13,668

1903

2,514

 

 

OKEECHOBEE CANAL. – 84.

The Atlantic and Gulf Coast canal and Okeechobee Land Company, incorporated under the laws of Florida to drain the region of the Okeechobee, was authorized to make use of the natural watercourses and to construct the necessary canals.

The company built, under this authorization, between Lake Okeechobee and the upper part of the Caloosahatchie river, a canal twenty-two feet wide and five feet deep, minimum dimensions.

This canal, built with no intention of navigation, established, as a matter of fact, a navigable waterway three hundred miles long from the Gulf of Mexico into the middle of Florida by way of San Carlos Bay, Caloosahatchie river, the Kissimmee river, Cypress and Tohopekaliga. Steamboats sometimes pass up it, but there is no regular service.

 

 

CARONDELET CANAL. – 85. (Old canal.)

The Carondelet canal was constructed in 1794 by the Governor of Carondelet with slave labor, furnished by the residents.

The canal forms, with bayou St. John, a continuous waterway between New Orleans and Lake Ponchartrain.

This franchise was granted by the Territory of Louisiana, in 1805, to the Orleans Navigation Company. In 1852 it was granted by the State of Louisiana to the New Orleans Canal and Navigation Company, which was, in turn, replaced in 1857 by the Carondelet Canal and Navigation Company. The franchise of this latter company was, in 1858, limited in duration to fifty years.

This canal and others of Louisiana are somewhat uncertain as to nomenclature and the names here given are those of H. Vétillart.

In 1880 the total tonnage carried on the canal was 140,988 tons; in 1889 it was 66,476 tons and in 1904, 34,850 tons.

 

 

OHIO CANALS. – 92, 93, 94.

The first step toward the construction of the canals of Ohio was taken by the Governor of the State in 1819, when he recommended surveys for a navigable waterway between Lake Erie and the Ohio. In the following year the Legislature authorized the surveys.

The construction of the canals was ordered in 1825 and the work was immediately put under way.

Different parts of Ohio, and of the Miami and Erie, were in operation in 1827 and in 1829. The main lines were completed in 1835, and the Walhonding and the Hocking in 1845.

The United States Government gave the State, in 1827-8, a total of 1,230,522 acres of land to be used in aid of this work. The sale of these lands brought in $2,257,487.

The total cost of construction of the entire system was nearly $16,000,000. The cost of maintenance and repairs from 1827 to 1903 was $12,063,849.

These canals, operated originally by the State, were leased to a company in 1861 for ten years, and again in 1871, for another period of ten years. In 1877, however, owing to the destruction of the Hamilton reservoir, the lease of the canal was surrendered. A receiver, appointed at this time, operated the canals from December 1, 1877, to May 15, 1878, at a cost of $45,299, while the earnings reached $69,766.

The board of public works took charge at that time, and have since been in charge of the operation of the canals.

The lessees paid the State, during the sixteen years that they had control of these canals, $331,237.50. This amount is less by far than the receipts under State management at any time in the canals’ history. The total receipts on all the canals of the State in the years 1827 to 1903, inclusive, amounted to $16,562,103, showing a surplus over expenses of $4,498,254 for the entire period. The value of the property is estimated at fully the original cost, so that neglecting the item of interest on the original outlay, this surplus, though small, is a real net profit.

The Ohio and Erie canal was commenced in 1825 and was completed in 1833 at a cost of $4,695,204. {see errata.}

It leaves the Ohio river at Portsmouth whence in runs nearly north along the west side of the Scioto river to Circleville. At that point it crosses the Scioto river to the east side and continues along it to the southern part of Franklin county, where the Columbus feeder empties into the canal. There the canal swings to the east and crosses over the Licking summit to the Tuscarawas river which it strikes at Coshocton, the junction of the Tuscarawas and the Walhonding rivers.

From Coshocton the canal follows up the valley of the Tuscarawas river to its head waters, and then crosses over the summit at Akron, to the valley of the Cuyahoga river, along which the canal extends to Cleveland on Lake Erie.

The Licking summit level, fourteen miles long, now practically although not officially abandoned, was fed by the south-fork Licking feeder. It is four hundred and thirteen feet above the Ohio river and begins one hundred and sixteen miles from Portsmouth, in which distance there are fifty-three locks. From the Licking summit the canal descends one hundred and sixty feet by nineteen locks to Dresden Junction, where there is a side-cut leading into the Muskingum river. Thence the canal ascends by twenty-nine locks, two hundred and thirty-eight feet to the Portage summit. This level, nine miles long, is three hundred and ninety-five feet above Lake Erie, seventy-eight feet above the Licking summit, four hundred and ninety-one feet above the Ohio river at Portsmouth and nine hundred and sixty-eight feet above the level of the sea. This level ends near Akron and the descent of three hundred and ninety-five feet to Lake Erie is accomplished by forty-two locks in the distance of thirty-five miles.

 

 

MIAMI AND ERIE CANAL. – 95.

The Miami and Erie canal was commenced in 1825 and completed in 1845, at a total cost of $8,062,681.

The main canal extends from the Ohio river at Cincinnati to Lake Erie at Toledo, a distance of two hundred and forty-four miles. There is also a feeder fourteen miles long, and a second feeder eleven miles long, both navigable, bringing the total mileage of this canal up to two hundred and sixty-nine miles.

There is one summit on this canal, called the Loramie, one hundred miles north of Cincinnati. Originally there were fifty-three locks south of the summit, with a total lift of five hundred and twelve feet. In 1863, however, the outlet of the canal was granted to the city of Cincinnati, ostensibly for sewer and street purposes, thereby cutting off ten locks. This grant has been a great handicap to the canal ant the property, so granted, is now occupied by the P.C.C. & St.L. Ry. Co.

The north end of the summit is one hundred and twenty-three miles south of Toledo and the descent is three hundred and ninety-five feet, accomplished by fifty-two locks.

In 1864 several miles of the Miami and Erie were given to the City of Toledo, but excellent terminal facilities were provided to replace this loss. Electric haulage has been installed on sixty-eight miles of this canal, but has not proved successful. A standard gauge single track is built along the tow-path, on which runs an electric locomotive capable of hauling from five to seven boats in a tow.

In 1872 several miles of the Ohio and Erie canal in the City of Cleveland were granted to the city to the great detriment of the canal.

In 1876 the lower part of the Hocking canal was abandoned and in 1888 the Wabash and Erie canal entire was abandoned.

The remaining portion of the Hocking canal was abandoned in 1894, and all but six miles of the Walhonding in 1896.

At present there are under way extensive repairs of the Ohio canal system and the restoration of its connection with the Muskingum River improvement, now under the control of the United States Government. These repairs will give only four and one-half feet of water, but the Ohio Canal Association is working ultimately for an enlarged prism, and the rebuilding of abandoned works, so as to provide a seven-foot system of navigation from the Great Lakes to the gulf.

TABLE SHOWING THE EXPENDITURES EACH YEAR FOR SUPERINTENDENCE, REPAIRS AND COST OF COLLECTION ON THE OHIO CANALS, FROM 1827 TO 1903, INCLUSIVE.

Year.

Ohio

canal.

Miami and

Erie canal.

Hocking

canal.

Walhonding

canal.

Total on all

the canals.

1827

$700 00

 

 

 

$700 00

1828

900 00

 

 

 

900 00

1829

1,100 00

$11,529 59

 

 

12,629 59

1830

1,300 00

7,138 05

 

 

8,438 05

1831

2,100 00

7,155 06

 

 

9,255 06

1832

3,600 00

9,937 91

 

 

13,537 91

1833

33,740 00

7,643 83

 

 

41,383 83

1834

79,713 68

10,165 37

 

 

89,879 05

1835

81,711 15

19,152 57

 

 

100,863 72

1836

91,402 26

30,993 77

 

 

122,396 03

1837

123,463 22

49,231 91

 

 

172,695 13

1838

202,248 30

35,357 25

 

 

237,605 55

1839

204,709 65

47,491 19

 

 

252,200 84

1840

122,249 65

25,053 55

 

 

147,303 20

1841

133,454 53

53,462 55

 

 

186,917 08

1842

139,165 87

23,506 70

 

 

163,726 57

1843

126,046 24

36,826 05

 

 

162,872 29

1844

122,052 21

37,081 55

 

$1,238 10

160,371 86

1845

126,274 23

53,511 52

$5,580 04

3,137 61

188,503 40

1846

78,433 09

115,668 03

5,105 56

1,483 56

200,690 24

1847

120,728 24

107,380 25

8,067 32

5,155 59

241,331 40

1848

137,803 28

132,050 59

17,826 17

1,875 53

289,555 27

1849

120,283 14

259,706 84

10,712 85

2,523 57

393,206 40

1850

124,754 57

151,346 57

12,201 14

2,066 63

390,388 91

1851

137,262 50

179,311 73

8,376 88

4,351 60

329,302 61

1852

112,367 52

270,471 18

14,540 85

3,064 32

400,443 87

1853

142,281 71

269,435 44

9,088 61

2,151,53

422,957 29

1854

117,847 89

216,371 97

10,867 31

1,796 85

346,884 02

1855

100,145 05

233,107 57

7,741 98

1,169 61

348,164 21

1856

120,299 54

236,193 62

41,872 86

12 14

398,378 16

1857

125,545 15

172,047 70

29,399 32

5 84

327,098 01

1858

155,497 30

157,401 30

26,745 93

651 35

340,295 88

1859

96,407 58

159,813 90

15,389 99

2,529 65

274,141 12

1860

180,858 97

148,514 64

12,124 17

4,313 19

345,810 97

1861

36,534 70

69,697 27

6,336 80

2,004 56

114,573 33

1862

5,036 69

1,025 74

375 00

 

6,437 43

1863

2,915 37

1,050 00

694 14

 

4,659 51

1864

2,419 02

11 90

 

 

2,430 92

1865

2,394 24

5,472 66

 

 

7,856 90

1866

3,733 34

2,144 14

378 79

 

6,256 27

1867

6,699 66

2,317 29

 

 

9,016 95

1868

9,533 33

998 18

 

 

10,531 51

1869

5,300 00

3,879 20

 

 

9,179 20

1870

3,067 38

13,601 79

968 00

 

17,637 17

1871

1,943 96

11,583 75

78 18

 

13,605 86

1872

4,844 04

7,015 68

 

 

11,859 72

1873

22,948 78

6,914 10

 

 

29,862 88

1874

1,919 03

11,319 35

 

 

13,238 38

1875

1,961 04

1,001 15

 

 

2,962 13

1876

2,097 16

14,325 87

900 00

 

17,323 03

1877

1,961 04

2,019 78

2,719 25

459 84

7,159 91

1878

40,282 39

49,717 78

8,597 88

676 09

99,274 14

1879

68,249 14

82,547 69

9,833 13

473 85

161,123 81

1880

85,434 94

108,972 95

10,830 05

 

205,237 94

1881

88,178 10

86,279 87

11,430 24

 

185,888 21

1882

82,102 22

101,769 14

8,674 36

400 00

192,945 72

1883

92,666 58

47,363 79

34,770 43

 

174,804 80

1884

122,644 86

89 596 78

17,684 63

489 56

230,415 83

1885

103,180 87

98,449 55

7,458 13

1,511 74

210,600 29

1886

87,046 74

88,935 64

10,237 76

10,630 72

196,850 56

1887

103,281 89

71,431 06

5,529 32

4,578 62

184,820 89

1888

123,690 87

98,838 94

7,379 67

2,095 18

232,004 66

1889

88,519 30

68,353 19

6,219 11

890 15

163,981 75

1890

80,512 64

79,137 41

4,318 79

845 12

164,913 96

1891

89,773 15

78,685 68

1,938 10

1,028 35

171,425 28

1892

85,027 86

97,434 09

5,731 51

860 66

189,054 12

1893

83,333 61

63,092 29

3,215 54

1,059 99

150,701 43

1894

105,490 39

118,627 21

4,396 65

2,843 27

231,357 52

1895

67,072 80

80,583 84

 

 

147,656 64

1896

77,912 51

100,218 95

 

 

178,131 46

1897

64,685 36

83,642 02

 

 

148,327 38

1898

85,532 60

94,417 65

 

 

179,950 25

1899

90,139 76

81,791 94

 

 

171,931 70

1900

95,974 07

74,773 49

 

 

170,747 56

1901

78,526 43

137,715 47

 

 

216,241 90

1902

70,315 96

105,625 45

 

 

175,941 41

1903

70,364 15

153,750 95

 

 

224,115 10

Totals.

$5,817,814 50

$5,770,304 42

$407,256 14

$68,474 07

$12,063,849 13

TABLE SHOWING THE RECEIPTS ON ALL THE CANALS, FROM 1827 TO 1903, INCLUSIVE.

{a Receipts from Walhonding canal included in Ohio canal receipts.}

{* From lessees and receiver from 1861 to 1878, inclusive.}

Year.

Ohio

canal.

Miami and

Erie canal.

Hocking

canal.

Walhonding

canal.

Total on all

the canals.

1827

$1,500 00

 

 

 

$1,500 00

1828

4,000 00

$8,042 70

 

 

12,042 70

1829

27,000 00

20,941 70

 

 

47,941 36

1830

30,493 93

30,082 32

 

 

60,576 20

1831

64,864 17

36,643 88

 

 

101,508 05

1832

79,982 48

36,847 47

 

 

416,829 95

1833

136,555 70

50,470 63

 

 

187,026 33

1834

164,488 98

50,040 99

 

 

214,529 97

1835

185,664 48

51,917 00

 

 

237,581 48

1836

211,823 32

50,116 52

 

 

261,939 84

1837

293,428 79

62,833 40

 

 

356,262 19

1838

382,135 96

82,863 09

 

 

464,999 05

1839

423,599 84

82,601 19

 

 

506,201 03

1840

452,122 03

74,612 88

$5,953 69

 

532,688 60

1841

416,202 63

76,718 17

2,518 26

 

495,439 06

1842

387,442 22

71,460 34

4,215 07

$610 17

463,717 80

1843

322,754 82

105,640 09

4,349 33

837 77

433,682 01

1844

343,710 99

139,844 25

5,286 44

1,976 78

490,818 46

1845

260,369 33

185,243 78

5,497 83

1,282 95

452,393 89

1846

336,339 69

233,527 24

5,351 52

1,190 71

576,409 16

1847

452,530 76

292,037 00

7,299 14

2,328 77

754,195 67

1848

418,533 37

325,297 32

8,746 98

1,933 01

754,507 68

1849

362,630 48

322,244 43

8,354 84

1,594 72

694,824 47

1850

388,905 93

311,589 27

8,077 44

2,549 04

711,021 68

1851

432,711 38

351,897 72

11,802 04

2,613 44

799,024 58

1852

208,937 40

308,984 56

9,957 25

1,880 80

629,758 01

1853

258,793 09

323,599 97

11,912 21

1,233 25

595,538 53

1854

192,837 18

280,115 80

12,597 18

223 66

485,773 82

1855

196,164 61

229,370 57

16,279 35

377 20

442,191 73

1856

189,506 55

119,947 02

11,118 29

501 89

321,073 75

1857

155,598 11

153,733 37

18,219 41

268 54

327,819 43

1858

108,771 84

153,928 09

16,367 54

798 46

279,865 93

1859

88,205 85

127,610 10

18,336 36

527 18

234,679 49

1860

90,968 39

159,476 64

16,494 28

789 70

267,729 01

1861

36,634 70

64,632 31

7,363 48

755 04

109,285 53

1862

5,036 69

4,664 00

285 67

 

9,986 36

1863

 

6,186 11

 

 

6,186 11

1864

 

3,531 66

 

 

3,531 66

1865

2,790 50

800 00

 

 

3,590 50

1866

2,199 50

 

 

 

2,199 50

1867

5,300 00

 

 

 

5,300 00

1868

1,200 00

 

 

 

1,200 00

1869

 

2,400 00

 

 

2,400 00

1870

 

 

 

 

 

1871

 

311 00

 

 

311 00

1872

 

 

 

 

 

1873

 

 

 

 

 

1874

 

 

 

 

 

1875

 

 

 

 

 

1876

 

 

 

 

 

1877

 

 

 

 

*401,003 09

1878

54,026 99

54,138 89

5,513 98

5,516 98

119,196 84

1879

76,609 21

112,090 32

8,185 69

275 32

197,160 54

1880

77,545 66

111,259 67

19,235 58

7,470 45

215,511 36

1881

61,819 03

109,122 88

6,304 45

608 41

177,854 77

1882

57,703 25

98,764 97

5,614 43

1,573 89

163,656 54

1883

44,873 52

88,904 17

3,693 47

920 42

138,391 58

1884

37,787 79

83,992 14

2,271 41

448 30

124,499 64

1885

25,149 98

76,156 21

2,587 18

71 95

106,965 32

1886

27,071 78

76,043 57

3,199 29

945 71

107,260 35

1887

28,932 35

87,200 36

4,138 38

932 34

121,203 43

1888

29,509 46

75,955 13

3,798 36

906 02

110,168 97

1889

28,005 47

79,476 82

2,605 15

892 12

110,979 56

1890

29,489 20

73,788 02

1,629 17

933 18

105,839 57

1891

42,756 24

63,876 47

856 38

1,023 48

108,512 57

1892

24,990 37

86,722 96

1,197 37

923 04

113,834 34

1893

29,023 90

66,211 86

689,33

588 00

96,513 09

1894

22,716 35

74,716 75

120.51

6,671 73

104,225 34

1895

24,544 25

80,324 41

 

a

104,868 66

1896

25,591 24

97,327 12

 

 

122,918 36

1897

26,132 17

80,293 14

 

a

106,425 34

1898

22,380 54

57,433 64

 

a

79,814 18

1899

21,657 71

69,151 41

 

 

90,809 12

1900

24,883 25

61,896 70

 

a

86,779 95

1901

20,223 42

67,180 60

 

a

87,404 02

1902

24,314 96

63,148 23

 

 

87,463 19

1903

35,776 56

71,229 40

 

 

107,005 96

Totals.

$9,146,447 36

$7,072,214 09

$228,469 42

$54 972 14

$16,562,103.01

TABLE SHOWING THE GROSS RECEIPTS, TOTAL EXPENDITURES AND NET EARNINGS FROM 1827 TO 1903, INCLUSIVE.

YEAR.

Gross

receipts.

Total

expenditures.

Net

earnings.

1827 to 1903 (inclusive)

$16,562,102 71

$12,063,849 13

$4,498,253 58

 

 

OHIO AND PENNSYLVANIA CANAL – 98.

This canal was designed to connect the Ohio canal with the Pennsylvania network of canals and was surveyed in 1827. It was constructed in 1838 by a company, a third part of whose stock was subscribed by the State.

In 1852 the Mahoning railroad was built by a company whose stockholders were the owners of a large part of the canal shares. These stockholders obtained from the State of Ohio all stock in the canal held by the State, paying $30,000 and agreeing to keep the canal navigable.

The railroad company, having obtained control of the canal, raised the tolls so high as to be practically prohibitive. As a result of this policy the entire traffic on the canal was thrown into the hands of the railroad. The neglect of the works had caused serious delay and, after lengthy legal procedure, the canal was formally abandoned.

 

 

WABASH AND ERIE CANAL. – 100.

This canal ran diagonally across the State of Indiana, uniting with a branch of the Miami and Erie at the Ohio line and obtaining through this an outlet to Lake Erie at Toledo.

There was never any profitable operation of this canal and it was abandoned at an early date, being utterly unable to compete with the railroad for the transportation of freight.

In order to assist the State of Indiana in the construction of this canal, Congress donated, in 1845, to the State one-half the public lands on both sides of the canal, within a distance of five miles from the canal, and also one-half of the public lands in the district of Vincennes.

TABLE SHOWING THE LENGTH IN MILES AND THE AMOUNT OF TOLLS RECEIVED AT VARIOUS DATES.

Year.

Length

in miles.

Tolls.

1846

138

$102,424

1847

175

125,983

1848

189

146,149

1849

189

134,659

1850

226

157,158

1851

281

179,283

1852

281

193,400

1853

308

181,206

1854

308

180,535

1855

380

140,399

1856

380

113,423

 

 

ILLINOIS AND MICHIGAN CANAL. – 102.

Including the locks at Henry and the Copperas creek on the Illinois river.

This canal was undertaken by the State of Illinois {original text has "Michigan", canal data on page 1472 of Volume II confirms Illinois.} to connect the Mississippi river with Lake Michigan at Chicago.

In 1808 Albert Gallatin recommended, in a report to the Federal Congress, the construction of such a canal and, as a result, there was a survey made in 1816.

In 1822 Congress granted the right of way for the canal, commissioners were appointed, and $6,000 was appropriated for investigations and a survey.

In 1827 Congress donated to the State, for canal purposes, 300,000 acres of land, and in 1829 the State appointed commissioners to sell these lands and apply the proceeds to the construction of the canal. In 1833 the canal commission was abolished and the affairs of the canal put in the hands of regular State officers.

Work on this canal was begun in 1836 by the State and was carried till the year 1841, when the funds were exhausted. In 1845 the work was resumed and so far completed, in 1848, that the canal was opened for traffic. The cost up to this time had been $6,170,226.

The canal leaves the Chicago river, about five miles from its mouth, and extends in a southwesterly direction across the summit to the valley of the Des Plaines, some eight miles away. It follows down the valley of the Des Plaines to its junction with the Kankakee. The junction of these two rivers forms the Illinois river and the canal extends from this point down the valley of this latter river to its terminus at La Salle. Below this point the river is considered navigable.

The canal has five navigable feeders, the Calumet, Des Plaines, Du Page, Kankakee and Fox rivers, and receives also the waters of the Great Lakes in its summit level by way of the Chicago river.

As first built, the water of the Chicago river was pumped into the summit level, but later the summit level was deepened so that the flow of the Chicago river was partially reversed and flowed into the canal instead of into Lake Michigan.

The building of the Chicago Drainage canal so lowered the Chicago river that the necessary depth of six feet in the summit level of the Illinois and Michigan canal was no longer maintained. The State brought action against the sanitary district of Chicago to compel them to preserve this navigable depth by pumping, but the litigation was finally settled in 1901 adversely to the State.

At present, work is in progress on a system of locks connecting the two canals at Joliet. After the completion of these locks the expectation is that the Chicago Drainage channel will replace the canal from this point to the lake.

The canalization of the Illinois river from La Salle to the mouth of the river, two hundred and twenty-three miles below, is partly under State control and partly under the control of the Federal Government. The State owns and operates the two locks at Henry and at Copperas creek, and the United States, the two below. One of these is at Lagrange and the other at Kampsville. The river navigation below La Salle is not yet altogether satisfactory.

The sale of the Illinois and Michigan canal to the United States Government, to be operated in connection with the Illinois and Mississippi canal, has been proposed, but so far has been made impossible by the unreasonable demands of the State.

Statement of Operations.

Date.

Tons of

Freight.

Receipt

From tolls.

Gross

Expenses.

1877

605,912

$96,913

$82,330

1878

598,792

84,330

97,701

1879

669,559

89,064

125,601

1880

751,360

92,296

102,223

1881

826,133

85,130

104,412

1882

1,011,287

85,947

116,756

1883

925,575

77,975

99,289

1884

956,721

77,102

86,393

1885

827,355

66,800

72,430

1886

808,019

62,516

71,385

1887

742,074

58,024

76,845

1888

751,055

56,028

85,478

1889

917,047

60,605

75,125

1890

742,392

55,112

72,592

1891

641,156

49,551

67,137

1892

783,288

54,937

59,522

1893

529,816

38,702

54,258

1894

617,811

44,928

71,142

1895

591,509

39,106

77,987

1896

446,762

32,100

68,307

1897

484,575

33,065

78,986

1898

395,017

38,570

91,196

1899

469,352

41,021

88,317

 

 

THE CHICAGO DRAINAGE CANAL – 103.

The construction of this canal was brought about by the dissatisfaction of the residents of Chicago with their water-supply and sewage disposal.

Previous to the construction of the canal the sewage of the city was discharged into Lake Michigan, largely through the Chicago river, and the city water-supply was drawn from Lake Michigan also.

The summit between the head waters of the Chicago river emptying into Lake Michigan and the Illinois river flowing into the Mississippi and thereby into the Gulf of Mexico, was sufficiently low as to suggest a canal connecting the head waters of the Chicago river with the Illinois. This connection has been accomplished by the Chicago Drainage canal.

This canal is wholly below the lake level and slopes toward the Illinois river. A part of the Chicago river has been deepened at the same time, so that the slope of its river bed has been reversed, and now, together with the canal, a part of the Chicago river forms a waterway in which the current is the reverse of that formerly found in the Chicago river.

The Chicago sewage is carried by this stream into the waters of the Mississippi river, leaving the lake waters uncontaminated for use as a water-supply. An additional advantage is obtained from the comparatively rapid flow of the water in the canal, which quickly removes the sewage from the vicinity of the city.

The work has involved the dredging from Lake Michigan to Ruby street, the construction of a covered conduit from Monroe to Van Buren street, rebuilding several bridges across the Chicago river, redocking, widening and deepening the channel.

The distance from the mouth of the Chicago river to the junction with the main canal is 5.8 miles. The main channel extends from this point to Lockport, a distance of 28.05 miles. Here are situated the controlling works and beyond them the water is discharged down the declivity into the Des Plaines river, through the city of Joliet, a –distance of 7.1 miles.

The work was begun in 1892 and completed in January, 1900. The standard dimensions were one hundred and sixty feet at bottom in rock cut and one hundred and sixty-two feet at the top, the channel being designed to carry twenty-two feet of water. In earth sections the standard width at water-surface is two hundred and ninety feet and at bottom two hundred and two feet. The slope in the rock section is 1:20,000 and in the earth section, 1:40,000. The upper Des Plaines river was diverted from its bed and its old bed utilized for the canal.

In the controlling works at Lockport are seven large metal sluice-gates having a vertical play of twenty feet and thirty-foot openings. There is also a bear-trap dam with an opening one hundred and sixty feet long and a vertical oscillation of seventeen feet.

The total cost of the work to the time of its completion was $33,525,691. The total expenditure on this work to date has been $46,610,992.

There has been a large general interest in this canal, due in part to the possibility of utilizing it as the beginning of a ship canal from the lakes to the gulf by way of the Mississippi river.

Its use so far has been sanitary rather than as a waterway, and still further improvements are needed in order to make the work entirely successful as a solution of the city’s problem of sewage disposal.

 

 

WILLAMETTE FALLS CANAL. – 104.

The canal and locks were built during the years 1870-72 by the Willamette Falls Canal and Locks Company and were opened for traffic in 1873. They were sold March 8, 1876, to the Willamette Transportation and Locks Company and again sold in 1892 to the Portland General Electric Company.

By the terms of the State legislative act, dated October 21, 1870, the State could have taken possession in 1893 on payment of their actual value, but unfortunately the option was allowed to lapse.

March 3, 1899, a board of United States engineers were ordered to examine the locks and report on the desirability of their acquisition by the United States Government. It is from their report that this description is taken.

This board reported in favor of the acquisition, provided the works could be obtained for a reasonable sum. They reported, also, that they regarded $1,200,000, the price demanded by the present owners, as excessive.

The locks and canal consist of a flight of four locks having a lift of about ten feet each, a canal basin just above these about twelve hundred and fifty feet long, and a guard-lock two hundred and ten feet long connecting this basin with the upper level. An upper entrance about one thousand feet long makes the total length of the canal, including the locks and entrance, about thirty-five hundred feet.

The lower part of the canal, including four locks, is roughly cut in the solid rock and wooden fenders are placed at intervals, to protect the sides of the vessels passing through the canal.

There is a low dam along the crest of the natural fall in order to secure an even crest and to raise the water-surface probably not over eighteen inches or two feet.

The works are in bad repair and little is being done to improve them. The water in the canal is used for manufacturing purposes to such an extent as to seriously interfere with the usefulness of the canal to navigation. As a waterway this canal leaves much to be desired.

The following table shows the results of its operation:

Date.

Tons

Of

Freight.

Receipts.

Expenditures.

Net earnings.

1882

13,614

 

 

 

1883

29,281

 

 

 

1884

24,663

 

 

 

1885

36,511

 

 

 

1886

21,620

 

 

 

1887

22,560

 

 

 

1888

38,707

 

 

 

1889

37,559

 

 

 

1890

29,687

 

 

 

1891

30,753

 

 

 

1892

24,338

 

 

 

1893

26,228

 

 

 

1894

29,637

$27,530

$3,448

$24,082

1895

25,448

28,518

4,355

24,163

1896

36,512

25,336

4,156

21,210

1897

30,000

32,480

5,749

26,731

1898

36,569

33,668

5,377

28,503

 

 

PORT ARTHUR SHIP CANAL. – 105.

The Port Arthur Ship Canal forms a part of the terminal arrangements of the Kansas City Southern Railway Company.

The canal extends along the shores of Sabine Pass to Port Arthur on Sabine Lake, Texas, being about forty-five miles east of Galveston, Texas, and two hundred and seventy-five miles west of New Orleans, La.

Sabine pass, connecting the Gulf of Mexico with Sabine lake, is itself about eight miles long and from twenty-five to thirty-three deep. It is being improved by the United States Government by jetties and continuous dredging.

The canal leaves the pass near Sabine Lake and extends along the west shore of the same about eight miles to the railroad terminal of the K.C.S. {original text has "K.S.C."} Ry.

The Port Arthur Canal and Dock Company is the direct owner of the tide-water terminals, dock, canal, etc., at Port Arthur.

The ruling section of the canal is one hundred and seventy-five feet wide at water-surface, seventy-five feet wide at bottom and the depth is twenty-five feet, throughout.

------------------------------------------------------------------------

Transcribed from the original and html prepared by Bill Carr, last updated 2/19/99.

Please provide me with any feedback you may have concerning errors in the transcription or any supplementary information concerning the contents. wcarr1@nycap.rr.com