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APPENDIX G G.

REPORT OF MAJ. D. W. LOCKWOOD, CORPS OF ENGINEERS.

IMPROVEMENTS.—Tradewater River, Ky., 2073; operating and keeping in repair locks
and dams on Green and Barren rivers, Ky., 2074; Rough River, Ky., 2081; Ken-
tucky River, Ky., 2083; operating and keeping in repair locks and dams on Ken-
tucky River, Ky., 2091; Licking River, Ky., between Farmers and West Liberty,
2097; Big Sandy River, W. Va. and Ky., 2098; Levisa Fork of Big Sandy River,
Ky., 2108; Tug Fork of Big Sandy River, W. Va. and Ky., 2109; Guyandotte Riv-
er, W. Va., 2111; Little Kanawha River, W. Va, 2114; operating and keeping in
repair lock and dam on Little Kanawha River, W. Va., 2117; Buckhannon River,
W. Va., 2119.

APPENDIX H H.

REPORT OF CAPT. W. L. FISK, CORPS OF ENGINEERS.

IMPROVEMENTS.-Harbor at Grand Marais, Minn., 2121; harbor at Agate Bay, Minn.,
2123; harbor at Duluth, Minn., 2126; harbor at Superior Bay and St. Louis Bay,
Wis., 2132; Minnesota Point, at Superior, Wis., 2137; harbor at Ashland, Wis.,
2137; harbor at Ontonagon, Mich., 2139; Eagle Harbor, Mich., 2141; harbor at Mar-
quette, Mich., 2142; harbor of refuge at Grand Marais, Mich., 2145.

EXAMINATION AND SURVEY.-St. Louis River, Minn. and Wis., from Grassy Point, in
St. Louis Bay, to Fond du Lac, 2148.

APPENDIX I I.

REPORT OF MAJ. JAMES F. GREGORY, CORPS OF ENGINEERS.
IMPROVEMENTS.-Portage Lake and Lake Superior canals across Keweenaw Point,
Mich., 2158; Manistique Harbor, Mich, 2170; Cedar River Harbor, Mich., 2172;
Menominee Harbor, Mich and Wis., 2173; Menominee River, Mich. and Wis., 2175;
Oconto Harbor, Wis., 2177; Pensaukee Harbor, Wis., 2179; Green Bay Harbor,
Wis., 2180; harbor of refuge at entrance of Sturgeon Bay Canal, Wis., 2182;
Ahnapee Harbor, Wis., 2184; Kewaunee Harbor, Wis., 2187; Two Rivers Harbor,
Wis., 2189; Manitowoc Harbor, Wis., 2191; Sheboygan Harbor, Wis., 2194; Port
Washington Harbor, Wis., 2196; harbor of refuge at Milwaukee Bay, Wis., 2199;
Milwaukee Harbor, Wis., 2201; Racine Harbor, Wis., 2204; Kenosha Harbor, Wis.,
2207; Waukegan Harbor, Ill., 2209; Fox River, Wis., 2213; operating and care of
locks and dams on Fox River, Wis., 2222.

APPENDIX J J.

REPORT OF CAPT. W. L. MARSHALL, CORPS OF ENGINEERS.

IMPROVEMENTS.-Chicago Harbor, Ill., 2237; Calumet Harbor, Ill., 2245; Calumet
River, Ill. and Ind., 2249; Illinois River, Ill., 2255; operating and care of La
Grange Lock and Dam, Illinois River, Ill., 2294; Illinois and Mississippi Canal,

2297.

APPENDIX K K.

REPORT OF MAJ. WILLIAM LUDLOW, CORPS OF ENGINEERS.

IMPROVEMENTS.-Petoskey Harbor, Mich., 2314; Charlevoix Harbor and entrance to
Pine Lake, Mich., 2315; Frankfort Harbor, Mich., 2318; harbor of refuge at Port-
age Lake, Mich., 2320; Manistee Harbor, Mich., 2322; Ludington Harbor, Mich.,
2326; Pentwater Harbor, Mich., 2328; White River Harbor, Mich., 2331; Muske-
gon Harbor, Mich., 2333; Grand Haven Harbor, Mich., 2340; Holland Harbor,
Mich., 2348; Saugatuck Harbor, Mich., 2350; South Haven Harbor, Mich., 2353;
St. Joseph Harbor, Mich., 2357; St. Joseph River, Mich., 2363; Michigan City Har-
bor, Ind., 2365.

EXAMINATION AND SURVEY.-Grand River, Mich., below Grand Rapids, 2369.

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REPORT OF LIEUT. COL. JARED A. SMITH, CORPS OF ENGINEERS.

IMPROVEMENTS.—Monroe Harbor, Mich., 2486; Toledo Harbor, Ohio, 2487; Port Clin-
ton Harbor, Ohio, 2494; Sandusky City Harbor, Ohio, 2495; Sandusky River, Ohio,
2497; Huron Harbor, Ohio, 2498; Vermillion Harbor, Ohio, 2500; Black River Har-
bor, Ohio, 2501; Cleveland Harbor, Ohio, 2503; Fairport Harbor, Ohio, 2506; Ashta-
bula Harbor, Ohio, 2508; removing sunken vessels or craft obstructing or endang-
ering navigation, 2510.

EXAMINATIONS AND SURVEYS.-Grand River, Ohio, between Richmond and the
mouth, 2511; Conneaut Harbor, Ohio, 2515.

APPENDIX N N.

REPORT OF MAJ. E. H. RUFFNER, CORPS OF ENGINEERS.

IMPROVEMENTS.-Erie Harbor, Pa., 2522; preservation and protection of Presque
Isle Peninsula, Erie Harbor, Pa., 2526; Dunkirk Harbor, N. Y., 2527; Buffalo Har-
bor, N. Y., 2529; Tonawanda Harbor and Niagara River, N. Y., 2533; Wilson Har-
bor, N. Y., 2534; Olcott Harbor, N. Y., 2536; Oak Orchard Harbor, N. Y., 2537.
EXAMINATION AND SURVEY.-Port Day, above Niagara Falls, N. Y., 2539.

IMPROVEMENTS.-Harbor at Charlotte, N. Y., 2551; harbor at Pultneyville, N. Y.,
2557; harbor at Great Sodus Bay, N. Y., 2564; harbor at Little Sodus Bay, N. Y.,
2572; harbor at Oswego, N. Y., 2581; harbor at Sacketts Harbor, N. Y., 2597.

APPENDIX P P.

REPORT OF MAJ. M. B. ADAMS, CORPS OF ENGINEERS.

REPORT OF COL. G. H. MENDELL, CORPS OF ENGINEERS.

APPENDIX RR.

REPORT OF LIEUT. COL. W. H. H. BENYAURD, CORPS OF ENGINEERS.

IMPROVEMENTS.-Napa River, Cal., 2622; Redwood Creek, Cal., 2623; San Luis
Obispo Harbor, Cal., 2624, Wilmington Harbor, Cal., 2626; San Diego Harbor,
Cal., 2628.

EXAMINATION.-For deep-water harbor on Pacific coast between Points Dume and
Capistrano, Cal., 2630.

HARBOR LINES.-Wilmington Harbor, Cal., 2638; San Diego Harbor and adjacent
waters, Cal., 2640.

APPENDIX SS.

REPORT OF MAJ. W H. HEUER, CORPS OF ENGINEERS.

IMPROVEMENTS.-San Joaquin River, Cal., 2645; Mokelumne River, Cal., 2651; Sac-
ramento and Feather rivers, Cal., 2652; Petaluma Creek, Cal., 2655; Humboldt
Harbor and Bay, Cal., 2656.

APPENDIX TT.

REPORT OF CAPT. THOMAS W. SYMONS, CORPS OF ENGINEERS.

IMPROVEMENTS.-Coquille River, Oregon, 2662; entrance to Coos Bay, Oregon,
2669; Umpqua River, Oregon, 2679; mouth of Siuslaw River, Oregon, 2681; en-
trance to Yaquina Bay, Oregon, 2694; Tillamook Bay and Bar, Oregon, 2701; en-
trance to harbor at Nehalem Bay, Oregon, 2703; Upper Columbia and Snake rivers,
Oregon and Wash., 2709; Columbia River between head of Rock Island Rapids and
foot of Priest Rapids, Wash., 2716; Chehalis River, Wash., 2726; Skagit, Stilla-
guamish, Nooksack, Snohomish, and Snoqualmie rivers, Wash., 2729.

EXAMINATIONS AND SURVEYS.-Olympia Harbor, Wash., 2733; Tillamook Bay
and Bar, Oregon, 2742; Swinomish Slough, Wash, 2752; ship canal to connect Lakes
Union, Washington, and Samamish, with Puget Sound, Wash., 2762.

HARBOR LINES.-Olympia Harbor, Vancouver Harbor, and Bellingham Bay,
Wash., 2794.

APPENDIX UU.

REPORT OF MAJ. THOS. H. HANDBURY, CORPS OF ENGINEERS.

IMPROVEMENTS.-Mouth of Columbia River, Oregon and Wash., 2808; canal at the
Cascades, Columbia River, Oregon, 2819; Columbia and lower Willamette rivers
below Portland, Oregon, 2829; Willamette River above Portland, Oregon, 2835;
Cowlitz River, Wash., 2837; Youngs and Klaskuine rivers, Oregon, 2839; gauging
waters of Columbia River, Oregon and Wash., 2839.

EXAMINATIONS AND SURVEYS.-Willamette River, Oregon, at Clackamas Rapids,
Ross Island, and Corvallis, 2840; lower Willamette and Columbia rivers, below
Portland, Oregon, 2850; Columbia River, near Vancouver, Wash., 2865.
HARBOR LINES.-Portland Harbor, Oregon, 2869.

APPENDIX V V.

REPORT OF CAPT. FREDERICK ROGERS, UNITED STATES NAVY.

SUPERVISION of the harbor of New York, 2879; correspondence relating to dumping
of ballast off Sandy Hook, 2882.

PART IV.

REPORT OF THE MISSISSIPPI RIVER COMMISSION.

C. B. COMSTOCK, Colonel, Corps of Engineers, Bvt. Brig. Gen., U. S. A., President;

CHARLES R. SUTER, Lieutenant-Colonel, Corps of Engineers, Ú. S. A.; Ó. H. ERNST,

Major, Corps of Engineers, Colonel, U. S. A.; HENRY L. WHITING, Assistant U. S.

Coast and Geodetic Survey; B. M. HARROD, ROBERT S. TAYLOR, and HENRY FLAD,

Commissioners.

ANNUAL REPORT FOR FISCAL YEAR ENDING JUNE 30, 1892, 2887.

APPENDIX 1.-Report of Lieut. Col. Charles R. Suter, Corps of Engineers, on effects

of Ames Crevasse, March 16, 1891, 2905.

APPENDIX 2.-Report of Lieut. Col. Charles R. Suter, Corps of Engineers, on velocity

of flood travel on lower Mississippi River, 2905.

APPENDIX 3.-Report of Capt. S. W. Roessler, Corps of Engineers, on survey of Non-

connah Rocks, 2913.

APPENDIX 4.-Report of Capt. Carl F. Palfrey, Corps of Engineers, Secretary Mis-

sissippi River Commission, 2914; (A) report of Assistant Engineer Chas. W. Stew-

art on secondary triangulation from Keokuk to Port Louisa, Iowa, etc., 2932; (B)

report of Assistant Engineer O. W. Ferguson on field work and reduction of pre-

cise levels from St. Paul, Minn., to Savanna, Ill., etc., 2946; (C) report of Assist-

ant Engineer Jas. A. Paige on precise levels from Duluth to St. Paul, Minn., etc.,

3074; (D) report of Assistant Engineer F. B. Maltby on topographical and hydro-

graphical field work from Alton, Ill., to Hannibal, Mo., 3105; (E) report of Assist-

ant Engineer A. T. Morrow on caving banks and condition of survey marks from

Cairo, Ill., to Donaldsonville, La., 3109; (F) report of Assistant Engineer J. A.

Ockerson on caving banks from Cairo to Donaldsonville, etc., 3110; (H) discharge

measurements on Mississippi, Ohio, and Atchafalaya rivers, and crevasse ar dover-

flow measurements, 1891, 3118; (I) low waters of 1891 surpassing former records,

3144.

APPENDIX 5.-Report of Capt. S. W. Roessler, Corps of Engineers, on operations in

first and second districts, 3145; (A) report of assistant engineer Aug. J. Nolty on

operations at Plum Point Reach, 3152; (B) report of assistant engineer W. M.

Rees on operations in Hopefield Bend, Ark., 3161; (C) report of assistant engineer

C. W. Sturtevant on repairs to plant, 3163; abstracts of bids, financial statements,

etc., 3165.

APPENDIX 6.-Report of Capt. C. McD. Townsend, Corps of Engineers, on operations

in third district, 3170.

APPENDIX 7.-Report of Lieut. John Millis, Corps of Engineers, on operations in

fourth district, 3207.

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