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Fortifications, river and harbor works, and California Débris Commission
River and harbor works

River and harbor works and Missouri River Commission..

River and harbor works, California Débris Commission, and light-house district.
Fortifications, river and harbor works, and light-house districts...
Battalion of Engineers and U. S. Engineer School.
River and harbor works and Columbian Exposition
Mississippi River Commission....

Missouri River Commission

Leave of absence, including five graduates of the Military Academy.
Detached, on International Boundary Commission, at Military Academy, with
Light-House Establishment, as military attachés, with Board of Commissioners
of the District of Columbia, and at headquarters military department

The officers detached were on duty as follows:

Lieut. Col. John W. Barlow and Lieut. David DuB. Gaillard, members of Inter-
national Boundary Commission ...

Maj. Oswald H. Ernst, Superintendent Military Academy
Maj. David P. Heap, engineer third light-house district

Maj. Milton B. Adams, engineer ninth and eleventh light-house districts.
Maj. William R. Livermore, engineer first and second light-house districts.
Maj. James C. Post, military attaché to the United States legation at London..
Capt. Frederick A. Mahan, engineer secretary of the Light-House Board
Capt. Charles F. Powell, Engineer Commissioner of the District of Columbia..
Capt. Eric Bergland, engineer fifth and sixth light-house districts..
Capts. George McC. Derby and Gustav J. Fiebeger, assistants to the Engineer
Commissioner of the District of Columbia..

Capt. James L. Lusk and Lieuts. Mason M. Patrick and Charles S. Bromwell,
on duty with Company E, Battalion of Engineers, and at Military Academy..
Capt. Theodore A. Bingham, military attaché to the United States legation at
Rome

Lients. Lansing H. Beach, Joseph E. Kuhn, and Henry C. Newcomer, on duty
at Military Academy.

Lieut. Cassius E. Gillette, engineer officer, department of the Missouri.

FORTIFICATIONS.

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During the past fiscal year projects have been prepared for the defense of Tybee Roads and the entrance of Savannah River, Georgia; of Narragansett Bay, Rhode Island; of Charleston, S. C., and Pensa cola, Fla., and a partial project for the defense of New Orleans, La.

The complete projects have received the approval of the Secretary of War; and in submitting an estimate for gun and mortar emplacements, the commencement of work on each of these new projects has been contemplated, as well as the continuation of work on projects hitherto prepared. The amount of this estimate is $1,629,126; and this it is proposed to apply almost wholly to new works. While there are balances on hand from previous appropriations, they justify no reduction of this estimate, as they pertain to the construction of emplacements now progressing. The proposed new works are emplacements for three 12-inch, seven 10-inch, and three 8-inch guns, and four mortar batteries. Should these works be authorized, provision will still not have been made for mounting all the guns which the Ordnance Department expects to be completed by the end of the present fiscal year. Such provision will be lacking for five 12-inch and thirty-one S-inch guns. Nor can it be hastily provided. The estimate for one disappearing battery for five guns contains such amounts as these: 25,210 cubic yards of concrete; 26,000 cubic yards of excavation, and 12,000 of embankment. Evidently the element of time can not be disregarded in the construction of fortifications.

Funds hitherto appropriated have been allotted to the construction of emplacements for modern rifled guns and mortars as follows:

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The projected fortifications at the above localities and the progress made in their construction are as follows:

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Portland Harbor, Maine.—Officer in charge, Lieut. Col. P. C. Hains, Corps of Engineers.

The approved project for the defense of this harbor contemplates, for the present, an armament of eighteen 12-inch guns on lifts, ten 10-inch and ten 8-inch guns on disappearing carriages, forty-eight 12-inch mortars, and submarine mines to be operated from four mining casemates.

Under an allotment of $110,000, from the appropriation of July 23, 1892, the construction of emplacements for two 10-inch guns was commenced early in April, 1893, and has been in progress since.

A cement storehouse of about 2,000 barrels capacity, a sand bin, and one for broken stone have been built; also a tramway from the latter to the site of the battery. Needed repairs to the old buildings have been made. A stone-crushing plant is being established. Sites for both gun platforms and for one magazine have been cleared; the site for the second magazine is partly cleared and the rock excavation for the road back of the emplacements is in progress. Earth obtained in clearing the site has been placed for use as cover. Much rock excavation of a difficult character has been necessary.

One mining casemate was completed during the year at a cost of $8,979.75, and the construction of two more was commenced June 1, 1893. Both sites have been cleared and the excavation, which is almost entirely in rock, is progressing.

Boston Harbor, Massachusetts.-Officer in charge, Lient. Col. S. M. Mansfield, Corps of Engineers, with Capt. S. S. Leach, Corps of Engineers, under his immediate orders until December 7, 1892.

The approved project for the defense of this harbor contemplates, for the present, an armament of twelve 12-inch guns on lifts, fifteen 10-inch and five 8-inch guns on disappearing carriages, one hundred and twenty-eight 12-inch mortars, and submarine mines to be operated from four mining casemates.

At the beginning of the year three emplacements for 10-inch guns were under construction. At one of these the work has been carried nearly as far as is practicable until the placing of the platform is begun. At the two other emplacements about half of the old masonry and earth slopes, which must be displaced by the new work, had been removed, and about 4,000 cubic yards of concrete had been put in place, or sufficient to construct the masonry of about one-half of one

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of the emplacements.

More than half of the sand and concrete stone needed for the new work had been collected and stored. Under an allotment of $58,000, from the appropriation of July 23, 1892, the construction of a fourth emplacement for a 10-inch gun was commenced in December, 1892. The necessary working plant has been collected and arranged; about 2, 500 cubic yards of earth has been excavated and placed in new embankment. Contracts are in force for the delivery of the necessary concrete materials, and the receipt and storage of sand, cement, and stone has begun.

At the beginning of the year the construction of a battery for sixteen 12-inch mortars was in progress.

During the year the masonry of this battery was completed with the exception of the platforms; and the earth embankment essentially completed with the exception of the final regulation and sodding of the slopes. March 14, 1893, $10,000 was allotted from the appropriation of February 18, 1893, for the construction of platforms for four of the mortars, which will be shortly undertaken.

Two mining casemates have been completed, and on May 29, 1893, an allotment was made for the construction of a third. The necessary repairs of buildings for laborers and materials have been commenced.

Narragansett Bay, Rhode Island.-Officer in charge, Capt. W. H. Bixby, Corps of Engineers, with Second Lieut. W. W. Harts, Corps of Engineers, under his immediate orders; Division Engineer, Col. Í. L. Abbot, Corps of Engineers.

The approved project for the defense of this bay contemplates an armament of ten 12-inch guns on lifts, six 10-inch and four 8-inch guns on disappearing carriages, eighty 12-inch mortars, and submarine mines to be operated from two mining casemates.

Funds were allotted September 21 and October 26, 1892, for the construction of the two mining casemates. Since those dates, arrangements have been completed for housing and subsisting the working force for one of these casemates and a large proportion of the neces sary excavation has been done. All the cement, about one-quarter of the sand, and some of the lumber required for these works, have been received.

New York Harbor, New York.-Officers of the Corps of Engineers in charge: Col. D. C. Houston, until May 18, 1893; Lieut. Col. H. M. Robert, since June 12, 1893; Lieut. Col. G. L. Gillespie, with First Lieut. J. G. Warren under his immediate orders, and Lieut. Col. W. R. King. First Lieut. T. H. Rees has been under the immediate orders of Col. Houston and Lieut. Col. Robert since April 5, 1893, except from May 18 to June 12, during which period he was temporarily in charge of works.

The projects for the defense of both the southern and eastern entrances to this harbor contemplate, for the present, an armament of twenty-one 12-inch guns on lifts, fifteen 10-inch and nine 8-inch guns on disappearing carriages, one hundred and seventy-six 12-inch mor tars, and submarine mines operated from five mining casemates.

At the beginning of the fiscal year there were under construction emplacements for two 12-inch, two 10-inch, and four S-inch guns and thirty-two mortars. August 2, 1892, the construction of an additional emplacement for an 8-inch gun was authorized; and November 8, 1892, that of an emplacement for a 10-inch gun, together with two magazines and two casemates for rapid-fire_guns.

The five mining casemates and one building for the storage of submarine mining materials are completed and a second storage building under construction.

Lient. Col. Robert reports as to four emplacements for 8-inch guns: The concrete work is completed except the platforms and the vacant space left in front of each emplacement, to be filled after the platforms are built; the earth parapet of these positions is completed except a small amount of grading and sodding; the terreplein is roughly graded; the ditch in the rear of the battery is excavated and paved, and the rear earth slope is graded.

This officer also reports as to the storage building that the concrete foundation and about half of the lower of the two stories are built.

Relative to the construction of the gun battery for two 12-inch guns, of one emplacement for a 10-inch gun, one mortar battery, and one storage building, Lieut. Col. Gillespie reports: The construction of the masonry of the battery was practically completed at the close of the fiscal year. The completed battery contains 42,410 cubic yards of masonry as follows: 39,013 of concrete, 1,525 of large stone bedded in concrete, 538 of cut granite, 308 of flagging, and 1,027 of finished pavement of superior and exterior slopes and of the floors of the magazines and galleries. The average cost per cubic yard was not quite $4.71, all contingencies included.

The embankment of sand, which, resting against the exterior wall, surrounds the battery excepting at the defensible entrance, was also completed during the year, 5,185 cubic yards of sand having been deposited therein, at a cost of not quite 224 cents per yard.

One 12-inch gun is now mounted in this battery and the manufacture and erection of the mechanism of the second lift is in progress.

Toward the emplacement for one 10-inch gun and adjacent magazines and casemates for rapid-fire guns about 2,700 cubic yards of material has been excavated for the foundations and deposited in the exterior slope, a suitable wharf and concrete plant nearly completed, and all preparations made to commence the construction of concrete masonry at an early date. The allotment of $82,000 for this work was made November 8, 1892, from the appropriation of July 23, 1892.

At the close of the fiscal year the concrete masonry of the mortar battery was completed, excepting about 160 feet of the counter-scarp wall, the sloping concrete surface (for protecting the slopes from damage by blast) in one pit and entrance, and the top finish of the floors in the magazines and passages. In all 26,852 cubic yards of concrete had been put in place at an average cost, including superintendence, purchase and maintenance of plant, and all contingencies, of $5.20 per yard.

During the year 118,478 cubic yards of sand was excavated, hauled, and deposited in the embankments; the total to June 30, 1893, is 127,927 cubic yards, and the filling inside the line of the ditch is completed, excepting about 5,000 yards. The average cost, including all contin gencies, was 28 cents per cubic yard.

Proper arrangements have been made for drainage and a bombproof room has been provided for the engine and dynamo of an electric-light plant for the illumination of the interior of the work.

During the year an allotment of $20,000 was made for the construction of eight of the sixteen mortar platforms required for the completion of the work. Four spring-return mortar carriages are now in readiness for mounting as soon as the platforms are completed.

The storage building is completed, excepting the erection of an overhead trolley for handling the heavier parts of the system, and will furnish adequate storage for all mining material required for the submarine defenses to be operated from its vicinity.

Aaditional details of the works of which Lieut. Col. Gillespie is in charge will be found in Appendix No. 1.

Concerning the construction of emplacements for two 10-inch and one 8-inch guns and of one mortar battery, Lieut. Col. King reports: Two emplacements are completed as far as the work can be carried until the plans for platforms and interior walls are decided upon. The third emplacement will reach a like stage of completion during the present working season. During the fiscal year 10,093 cubic yards of concrete was laid, 10,628 cubic yards of earth excavated, and 4,384 yards replaced in embankment.

The nature of the site of the mortar battery has necessitated blasting the magazines and mortar pits from the solid rock. Excavated material will all be used in the masonry and earthwork of the battery. The excavation of rock is nearly completed. During the year 1,939 cubic yards of rock has been excavated and 2,166 yards of earth excavated and placed in embankment. One thousand eight hundred and sixty yards of stone has been crushed for concrete and 1,952 yards of concrete laid. In case of emergencies platforms could be laid and mortars then mounted in the pits in their present condition. But even this would be the work of many weeks.

Philadelphia, Pa.-In charge of Maj. C. W. Raymond, Corps of Engineers, with Second Lieut. A. M. D'Armit, Corps of Engineers, under his immediate orders; Division Engineer, Col. H. L. Abbot, Corps of Engineers.

The project for the defense of Philadelphia by high power guns is as yet unprepared; but its submarine defense will be by mines operated from three mining casemates.

During the past fiscal year the construction of one casemate was completed and a second casemate, constructed in 1876, was modified with a view of providing the additional cover rendered necessary by the increased power of modern ordnance. The cost of constructing one casemate was $37,760.13; of modifying the second casemate, $27,765,56.

Baltimore, Md.-In charge of Col. W. P. Craighill, Corps of Engineers. The project for the defense of this harbor by batteries is under consideration. Its submarine defense will be by mines operated from one mining casemate. An allotment for this casemate was made January 6, 1893, and the work was essentially completed at the close of the fiscal year.

Washington, D. C.-Officer in charge, Maj. C. E. L. B. Davis, Corps of Engineers, with First Lieut. G. A. Zinn, Corps of Engineers, under his immediate orders; Division Engineer, Col. W. P. Craighill, Corps of Engineers.

The approved project of defense contemplates emplacements for four 12-inch guns on lifts, six 10-inch and three 8-inch guns on disappearing carriages, eight 12-inch mortars, and submarine mines operated from two mining casemates.

The construction of emplacements for two 8-inch guns has continued during the fiscal year. The necessary excavation has been completed and the mixing and laying of concrete for the parapet has been in progress. The concrete is mixed by machinery, and both the concrete material and the mixed concrete are transferred in cars. The work was suspended during the past winter, which was unusually severe.

One mining casemate, costing $15,784.95, is now complete, the slopes of the excavation made for cover having been shaped, soiled, and seeded.

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