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The prospective benefits to commerce by the completion of this improvement are the creation of an additional harbor of refuge on this much frequented dangerous coast.

Amount appropriated by act of Angust 11, 1888..

July 1, 1889, amount expended during fiscal year, exclusive of liabilities outstanding July 1, 1888..

July 1, 19, amount covered by existing contracts.

July 1, 1889, balance available.....

$5,000.00

$46,08 4,050.00

4,096. 08

903.92

237,500,00

Amount (estimated) required for completion of existing project..
Amount that can be profitably expended in fiscal year ending June 30, 1891 25,000.00
Submitted in compliance with requirements of sections 2 of river and
harbor acts of 1866 and 1867.

(See Appendix B 12.)

13. Plymouth Harbor, Massachusetts.-Plymouth Harbor is 30 miles south of Boston. The object of its improvement is to perpetuate the harbor by the preservation of Long Beach, which forms it; and to deepen and widen the channels of approach to an enlarged anchorage basin in front of the town wharves.

The various devices employed for the preservation of Long Beach are described in the Annual Report of the Chief of Engineers for the year

1877.

The original project for improvement was adopted in 1875, and modified in 1877 and 1884. The modified project proposed an improved channel 2,286 feet long, 150 feet wide, and 9 feet deep at mean low water.

From 1866 to date, $120,800 have been appropriated for this harbor. The expenditures to June 30, 1888, were, for beach protection, $72,587.56; for dredging, etc., $42,212.44; total, $114,800.

The channel was 115 feet wide, 9 feet deep at mean low water; the basin was 800 feet long, 9 feet deep for 90 feet of its width nearest the town wharves, and averaged 5 feet deep for the remainder of its width. During the fiscal year a contract was entered into to dredge 13,000 enbic yards from the basin; the contract expires December 31, 1889. No operations under it have been in progress during the fiscal year. Four breaches in Long Beach, aggregating 370 feet in length, were closed with bulkheads of plank by hired labor, at a cost of $444.17. The condition of the improvement on June 30, 1889, is essentially the same as at the close of the last year.

To complete the present project, and to provide funds for necessary and probable repairs to Long Beach, will require an appropriation of $17,500.

The prospective benefits to commerce are increased facilities and safety to navigation.

Amonut appropriated by act of August 11, 1888....

$6,000.00

July 1, 1889. amount expended during fiscal year, exclusive of

liabilities outstanding July 1, 1888.....

$502.75

July 1, 1889, amount covered by existing contracts...

3,883.75

4,386.50

[Amount (estimated) required for completion of existing project.......

July 1, 1889, balance available......

Amount that can be profitably expended in fiscal year ending June 30, 1891 10,000.00 Submitted in compliance with requirements of sections 2 of river and

1,613.50

17,500.00

harbor acts of 1866 and 1867.

(See Appendix B 13.)

14. Wellfleet Harbor, Massachusetts.-Wellfleet Harbor is 12 miles southeast of Provincetown, on Cape Cod Bay.

The object of its improvement is to the provide a navigable channel from the inner anchorage, the "Deep Hole," to the town wharves.

The project originally proposed in 1871 was to dredge two channels of approach to the town wharves and to remove several dangerous sunken rocks.

The removal of the sunken rocks was effected by an appropriation provided by the act of June 10, 1872.

The present project is to dredge a channel from the "Deep Hole" to the town wharves, 4,200 feet long, 100 feet wide, and 6 feet deep at mean low water.

To date, $12,000 have been appropriated for this improvement. The expenditures to June 30, 1888, were $5,000, by which 204 cubic yards of sunken rocks had been removed. No low-water channel existed to the wharves.

During the fiscal year ending June 30, 1889, a contract was entered into to dredge a channel 2,500 feet long, 25 feet wide, and 4 feet deep, extending from the "Deep Hole" to the town wharves. No operations have been in progress under this contract, and the condition of the improvement remains the same as on June 30, 1888.

To complete the improvement will require, at the present prices for dredging, an appropriation of $26,000.

Amount appropriated by act of August 11, 1888..

July 1, 1889, amount expended during fiscal year, exclusive of

liabilities outstanding July 1, 1888...

July 1, 1889, amount covered by existing contracts..

$7,000.00

$43.54 6,210.00

6, 253. 54

746.46

Jule 1, 1889, balance available....

Amount (estimated) required for completion of existing project....
Amount that can be profitable expended in fiscal year ending June 30, 1891
Submitted in compliance with requirements of section 2 of river and
harbor acts of 1866 and 1867.

(See Appendix B 14.)

26,000.00 10,000.00

15. Provincetown Harbor, Massachusetts.-Provincetown Harbor is situated at the extremity of Cape Cod, about 40 miles southeast from Boston Light. It is one of the most valuable harbors of refuge on the Atlantic coast. The entire commerce of New England and a very large local fishing interest are directly benefited by its maintenance, which depends entirely on the preservation of the sandy beaches which inclose it. Since 1826 the project has been a general one, and provides for the preservation of the harbor by building dikes, bulk-heads, and sandcatches, and extensive planting of beach-grass to repair and prevent storm damages to the beaches. From the nature of the work it can at no time be considered completed. A special dike across House Point Island Flats, to be built contingently, was recommended in the annual report for 1886.

A plan of the harbor was published in the Annual Report of the Chief of Engineers for 1886.

The total appropriations or allotments for this work up to date have been $146,478.44.

The amount expended to June 30, 1888, was $139,328.09, and the several works of preservation were in good order, although Long Point Breakwater needed additions.

During the fiscal year 769 tons of stone and 135 cords of brush were added to the Long Point breakwater, completing 300 feet of its length. At the date of this report all the works of preservation are in good order, but the central part of Long Point needs a new bulk-head 2,000 feet long, to cost $6,000.

During the fiscal year ending June 30, 1891, $7,500 could be expended in the repair of probable storm damage, and in building a new bulkhead at Long Point.

The prospective benefit to commerce is the preservation of an important harbor of refuge.

July 1, 1888, amount available...

Amount appropriated by act of August 11, 1888..

July 1, 1889, amount expended during fiscal year, exclusive of

liabilities outstanding July 1, 1888....

July 1, 1889, outstanding liabilities....

July 1, 1889, amount covered by existing contracts.

July 1, 1889, balance available.....

$150.35 7,000.00

7, 150. 35

$1,715. 18

654.92

788.78

3, 158.88

3,991. 47

Amount (estimated) required for completion of existing project...
Amount that can be profitably expended in fiscal year ending June 30, 1891
Submitted in compliance with requirements of sections 2 of river and
harbor acts of 1866 and 1867.

(See Appendix B 15.)

7.500.00 7,500.00

16. Removal of sunken vessels or craft obstructing or endangering navigation.-The wrecks of the schooners Mary and Goldsmith Maid lying in Boston Harbor, Massachusetts, were, in accordance with the act of 1880, examined, advertised, and removed by contract. The Goldsmith Maid was sunk in deep water outside the harbor; the wreck of the Mary was advertised and sold.

The cost of removal was $1,925. The proceeds of the sale, $251. (See Appendix B 16.)

EXAMINATIONS AND SURVEYS FOR IMPROVEMENT, TO COMPLY WITH REQUIREMENTS OF THE RIVER AND HARBOR ACT OF AUGUST 11,

1888.

The required preliminary examinations of the following localities were made by the local engineer in charge, Lieutenant-Colonel Gillespie, and reported by him as not worthy of improvement, with facts and reasons for such opinion. The Chief of Engineers concurring in the conclusions reached in these instances, has given no instructions to make further survey with the view to their improvement:

1. Malden River, Massachusetts, as to straightening, widening, and deepening the channel.-(See Appendix B 17.)

2. Cohasset Harbor, Massachusetts.-(See Appendix B 18.)

3. Goose Point Channel, Plymouth Harbor, Massachusetts, to public wharf at Kingston.-(See Appendix B 19.)

At the following localities, reported by the local engineer as worthy of improvement, and this conclusion being concurred in by the Chief of Engineers, the result of the preliminary examination containing information sufficient to indicate to Congress the probable cost of the work required, no further report or survey appeared to be necessary: 1. Weir River, Massachusetts.-Estimated cost of improvement, $7,000.-(See Appendix B 20.)

2. Stage Harbor at Chatham, Massachusetts.-Estimated cost of im provement, $15,000.-(See Appendix B 21.)

It appearing from the report of the preliminary examination made by the local engineer that the following localities are worthy of improve. ment, and the public necessity therefor being apparent from the facts and reasons reported, which are concurred in by the Chief of Engineers, Lieutenant-Colonel Mansfield was charged with their survey, the results of which will be submitted when received:

1. Weymouth River, Massachusetts.

2. Salem Harbor, including South River, Massachusetts.

3. Beverly Harbor, Massachusetts.

4. Crane and Waters Rivers of Essex Branch, Massachusetts. (For Crane River only.)

IMPROVEMENT OF HARBORS AND RIVERS ON THE SOUTHERN COAST OF MASSACHUSETTS AND IN RHODE ISLAND AND CONNECTICUT.

Officer in charge, Maj. W. R. Livermore, Corps of Engineers, with Capt. T. L. Casey, Corps of Engineers, under his immediate orders until November 21, 1888. Division engineer, Col. H. L. Abbot, Corps of Engineers.

1. Harbor of Refuge at Hyannis, Massachusetts.-This harbor, before improvement, was an open roadstead exposed to southerly storms. In the years 1827-1838 a breakwater of riprap granite 1,170 feet long was constructed, covering an anchorage of about 175 acres, the entrance to which has a depth of about 15 feet. Between the years 1852 and 1882 extensive repairs were made in increasing the width of its base and the size of the stone forming its sides and top.

The depth of water immediately inside the breakwater being insuf ficient for many vessels that seek the harbor for refuge, the present project for the improvement of the harbor contemplates dredging the area protected by the breakwater to a depth of 15 feet at mean low water.

The amount expended on this work up to June 30, 1888, was $127,532.29. The breakwater had been completed according to the original project and subsequent plans for strengthening it, and the 15-foot anchorage area had been increased by about 6 acres. Nothing has been done during the past fiscal year owing to the impossibility of obtaining satisfactory prices for the work.

The amount available and the appropriation of $20,000 asked for is to be applied to extending the 15-foot anchorage area.

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July 1, 1889, amount expended during fiscal year, exclusive of liabilities outstanding July 1, 1888...

July 1, 1889, outstanding liabilities..

July 1, 1889, balance available

$5,825.29 10,000.00

15, 825. 29

$1,539.33
324. 19

1,863.52

13, 961.77

Amount (estimated) required for completion of existing project....

25, 662.00

Amount that can be profitably expended in fiscal year ending June 30, 1891 20,000.00 Submitted in compliance with requirements of sections 2 of river and

harbor acts of 1866 and 1867.

(See Appendix C 1.)

*Includes $5,804.47 from lapsed contract.

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2. Harbor of Refuge at Nantucket, Massachusetts.-This harbor is the only one between the harbors of Martha's Vineyard (Vineyard Haven and Edgartown) and Provincetown, a distance of about 100 miles, except the small harbor of Hyannis, on the north side of Nantucket Sound. It has deep water inside, and the object of improvement is to make it a harbor of refuge for vessels plying between ports north and south of Cape Cod.

Before the commencement of the present work there was a shoal about 14 miles in width outside the entrance, through which the channel or line of best water was only about 6 feet deep, and very crooked and subject to changes in location.

The present approved project is to construct jetties of riprap stone, projecting from either side of the present entrance to the harbor, for the purpose of concentrating the strength of the tidal currents and excavating a channel of 15 feet depth by scour, and at the places where the full depth required will not be reached by this means to complete the work by dredging.

The amount expended on this project up to the close of the fiscal year ending June 30, 1888, was $118,458.45, and the result was the construction of the west jetty to a point 3,955 feet from the shore, and the east jetty to a distance of 385 feet from the initial point on the shore, and partially for an additional distance of 200 feet.

The construction of the east jetty was continued during the year, and 673 tons of stone was placed in the work.

The balance available and the amount asked for, $50,000, is to be applied to the further extension of the east jetty.

July 1, 1888, amount available*

Amount appropriated by act of August 11, 1888.

July 1, 1889, amount expended during fiscal year, exclusive of

[blocks in formation]

$6,541.55

20,000.00

26,541.55

$2,772.32

1,788.20

18,784.80

23, 345. 32

3, 196. 23

July 1, 1889, balance available.

230,000.00

Amount (estimated) required for completion of existing project..
Amount that can be profitably expended in fiscal year ending June 30, 1891 50,000. 00
Submitted in compliance with requirements of sections 2 of river and
harbor acts of 1866 and 1867.

(See Appendix C 2.)

3. Harbor at Vineyard Haven, Massachusetts.-The object of the improvement is to stop the wearing away of the points of land at the entrance to the harbor known as East Chop and West Chop. As preliminary to the adoption of a general plan of improvement, a portion of the funds available will be devoted to the construction of a series of experimental jetties and other works, which will serve as an immediate protection to the Chops and at the same time will furnish a basis for determining the character and extent of the permanent works required. Operations were commenced in June last, and were in progress at the end of the fiscal year.

The appropriation asked for will be applied to continuing the im provement.

* From lapsed contract.

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