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20. OTHER FLOOD-CONTROL PROJECTS FOR WHICH NO ESTIMATES

ARE SUBMITTED

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21. PLANT ALLOTMENT, PITTSBURGH, PA., DISTRICT

Cost and financial summary Undistributed costs June 30, 1945-

$10, 091. 81

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Balance available June 30, 1945Accounts receivable June 30, 1945.

U nobligated balance available June 30, 1945.

14, 968. 82

26. 62

14,995. 44

Status of all investigations for flood control called for by flood control acts

and committee resolutions

Locality

Authorization act

Date trans-
mitted to
Congress

Document

No.

Recommendation

Commerce Committee

resolution, Dec. 1, 1943.
Flood Control Act, June

22, 1936.
Flood Control Act, June

20, 1936.

Flood Control Committee

resolution, Feb. 10, 1937.
Flood Control Act, May

31, 1924.
Sec. 1 of River and Harbor

Act, Jan. 21, 1927, and
Flood Control Act, May
15, 1928.

do...

Allegheny River at Olean, N. Y.....
Allegheny River, Pa., tributaries,

sources and headwaters.
Allegheny River, Pa., tributaries,

sources and headwaters, including the following streams: Blacklick Creek, Conemaugh River, Kiskiminetas River, Loyalhanna Creek, Mahoning Creek, Pine Creek, Redbank Creek, and Stony Creek. Allegheny and Monongahela Rivers,

Pa., flood protection at Pittsburgh. Allegheny and Monongahela Rivers

(survey). Allegheny and Monongahela Rivers

and tributaries, for navigation, flood control, power and irrigation

(308 report). Beaver River, Ohio and Pa., for navi.

gation, flood control, power and irrigation (308 report). Cheat River and tributaries, W. Va. Clarion River, Pa.. Clarion (Upper) River and tribu

taries, Pa., for floud protection,

interim report.
Conewango Creek, N. Y.
Dunlap Creek and tributaries, Pa
Girtys Run, Allegheny County, Pa.
Kiskiminetas River, Pa..
Kiskiminetas and Conemaugh

Rivers and their tributaries, Pa.
Mahoning and Grand River Basins,

Ohio (multiple purpose). Mahoning River, Ohio, between

Lowellville, Ohio, and Niles, Ohio;

construction of dams.
Redstone Creek and tributaries, Pa..
West Fork River and tributaries, W.

Va., construction of multiple pur-
pose reservoirs.
Youghiogheny River, Pa
Youghiogheny River above Dawson,

Pa.
Youghiogheny River Basin, Pa. and

Md.

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IMPROVEMENT OF RIVERS AND HARBORS IN THE

DULUTH, MINN., DISTRICT This district comprises northeastern Minnesota, northwestern Wisconsin, and the northern portion of the Upper Peninsula of Michigan embracing the United States waters of Lake Superior west of the head of St. Marys River and the Lake of the Woods with their tributary drainage basins. It includes Isle Royale in Lake Superior.

District Engineer: Col. Schenk H. Griffin, Corps of Engineers.

Division Engineer: Col. H. A. Montgomery, Corps of Engineers.

IMPROVEMENTS
Navigation

Navigation Continued
Page

Page 1. Chippewa Harbor, Isle 18. Presque Isle Harbor, Mich. 1685 Royale, Mich.

1655 19. Marquette Harbor, Mich..- 1687 2. Grand Marais Harbor, 20. Grand Marais Harbor of Minn. 1656 Refuge, Mich.

1689 3. Lutsen Harbor, Minn. 1657 21. Little Lake Harbor, Mich. 1691 4. Beaver Bay Harbor, Minn. 1659 22. Whitefish Point Harbor, 5. Agate Bay Harbor, Minn.- 1660 Mich.

1692 6. Knife River Harbor, Minn. 1662 23. Warroad Harbor, Minn.-- 1693 7. Duluth-Superior Harbor, 24. Baudette Harbor, Minn.-- 1696 Minn. and Wis.--

1663 25. Grand Traverse Bay, Mich. 1697 8. Port Wing Harbor, Wis.-- 1666 26. Examinations, surveys and 9. Cornucopia Harbor, Wis.. 1668 contingencies (general). 1698 10. Ashland Harbor, Wis.-- 1670 27. Other navigation projects 11. Black River Harbor, Mich. 1672

for which no estimates 12. Ontonagon Harbor, Mich., 1674 are submitted

1699 13. Keweenaw Waterway,

28. Plant allotment

1699 Mich.

1676 14. Eagle Harbor, Mich.-- 1680

Flood control 15. Lac La Belle Harbor, Mich. 1681 16. Grand Traverse Bay Har- 29. Preliminary examinations, bor, Mich.

1683

surveys and contingen17. Big Bay Harbor, Mich.---- 1684 cies for flood control --- 1700

1. CHIPPEWA HARBOR, ISLE ROYALE, MICH. Location. The harbor is located on the south shore of Isle Royale, 55 miles northerly from the Upper Entrance to Keweenaw Waterway, Mich., and 185 miles northeasterly from Duluth, Minn. (See U. S. Lake Survey Chart No. 981.)

Existing project. This provides for an entrance channel 75 feet wide and 14 feet deep, connecting the outer and inner harbors.

The project depths are referred to low-water datum for Lake Superior, which is 601.6 feet above mean tide at New York. The ordinary seasonal variation of water level extends from 0 to +1 foot above low-water datum. The harbor is subject to extreme fluctuations of water level of a temporary nature, due to wind and harometric conditions, of about 1 foot above or below the mean lake level prevailing at the time.

The estimated cost for new work, made in 1945, is $41,000. Annual maintenance is not required.

The existing project was authorized by the River and Harbor Act approved March 2, 1945 (H. Doc. No. 446, 78th Cong., 2d sess.).

Terminal facilities. There are two small privately owned fishing wharves.

Operations and results during fiscal year.—None.

Condition at end of fiscal year.-No work has been done or funds expended on the existing project. A controlling depth of 6 feet for a width of 50 feet exists in the entrance channel.

Proposed operations. No funds are available and no work is contemplated during the fiscal years 1946 and 1947.

Cost and financial summary
Cost of new work to June 30, 1945.
Cost of maintenance to June 30, 1945-

Total cost of permanent work to June 30, 1945--
Net total expenditures.-
Total amount appropriated to June 30, 1945---
Amount (estimated) required to be appropriated for completion of
existing project

$41, 000

2. GRAND MARAIS HARBOR, MINN. Location. The harbor is situated on the north shore of Lake Superior, 106 miles northeasterly from Duluth, Minn. (See U. S. Lake Survey Chart No. 9.)

Existing project. This provides for rock-filled timber crib breakwater piers 350 feet in length from the east and west points of the bay to narrow the entrance; for constructing concrete sea walls across the ledge at the southeast corner of the harbor; and for dredging an anchorage area of 36.5 acres to a depth of 16 feet with depths near the entrance of 18 and 20 feet. All depths are referred to low-water datum for Lake Superior, which is 601.6 feet above mean tide at New York. The ordinary seasonal variation of water level extends from 0 to +1 foot above low-water datum. The harbor is subject to extreme fluctuations of water level of a temporary nature, due to wind and barometric conditions, of about 1 foot above or below the mean lake level prevailing at the time.

The estimate of cost for new work, revised in 1935, was $209,000. The latest (1935) approved estimate of cost for annual maintenance is $6,500.

The existing project was authorized by the following River and Harbor Acts:

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Local cooperation.-Fully complied with.

Terminal facilities.—There are two general merchandise wharves, one oil wharf, and several fish wharves, all privately owned. These facilities are considered adequate for existing commerce.

Operations and results during fiscal year.Maintenance surveys were made at a cost and expenditure of $100.

Condition at end of fiscal year.—The existing project was completed in 1937. Project depth of 16 feet is available in the anchorage basin dredged by the United States and by private parties under permit. Under permits to private parties, 420,795 cubic yards have been dredged since 1922 without cost to the United States. No private dredging was done during the fiscal year. Project depths of 18 and 20 feet are available in the entrance channel.

The concrete sea walls are in excellent condition. The breakwaters are in good condition. The gravel spit along the eastern side of the harbor is too low to prevent waves from rolling into the harbor during severe storm periods.

The total costs of the existing project at the end of the fiscal year were $209,819.91 for new work and $123,961.60 for maintenance, a total of $333,781.51. The total expenditures were $333,781.51.

Proposed operations. The amount of $400 anticipated to be allotted during fiscal year 1946 will be applied to maintenance surveys during the fiscal year.

An additional sum of $1,000 can be profitably expended during the fiscal year 1947 for maintenance surveys with Government plant and hired labor.

$209, 819.91 123, 961. 60

Cost and financial summary
Cost of new work to June 30, 1945-
Cost of maintenance to June 30, 1945-----

Total cost of permanent work to June 30, 1945.
Net total expenditures-

Total amount appropriated to June 30, 1945.

333, 781. 51 333, 781. 51

333, 781. 51

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Amount allotted from War Department Civil Appropriation Act

approved Mar. 31, 1945-
Gross amount expended---
Amount that can be profitably expended in fiscal year ending
June 30, 1947 for maintenance -

$100.00 100.00

1,000.00

3. LUTSEN HARBOR, MINN. Location. The harbor is located at the mouth of the Poplar River on the north shore of Lake Superior, 87 miles northeasterly from Duluth, Minn., and 19 miles southwesterly from Grand Marais, Minn. (See U. S. Lake Survey Chart No. 97.)

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