Horseheads was the terminus of the
Elmira & Horseheads Railway, over which the cars of the Elmira & Seneca Falls company later entered and left Elmira. The route was on Main Street, in Horseheads, until the
Chemung Canal was reached; this canal had been abandoned as a waterway some years before the railway was built, and the
towpath was subsequently owned by the railway company as its right of way. The line passed through a well-settled country and the villages of
Pine Valley and
Millport, and left the private right of way on reaching the town of
Montour Falls. Then it proceeded through the main streets of
Montour Falls, and along
New York State Route 14 to
Watkins Glen, and through Watkins Glen to the northern terminus at the lake. The road passed through two counties,
Chemung and
Schuyler, and directly to the entrances of
Watkins Glen State Park at
Watkins Glen and
Havana Glen Park at
Montour Falls. The terminus at Watkins Glen was on the shore of Seneca Lake adjacent to the depot of the
Northern Central Railroad Co., and connected with the steam boat lines of the Seneca Lake Transportation Co. Seneca Lake is a fine body of water about long, and there are a number of summer resorts and cottages along its shores reached by the steamboats. When this route was projected, it was with many doubts as to the ultimate completion of the road, but the officials of the railway company after thoroughly examining the field decided to award the contract for designing, constructing and equipping the road to the American Engineering Co., of Philadelphia, which immediately prepared plans and specifications and commenced grading for the roadbed. The cuts were wide at grade line with side slopes of 1½ lo 1 and ditches for drainage at the base of the slope; the fills were made at the grade line after being allowed to settle along the private right of way. It was necessary to change the course of the
Catherine Creek at four different points and wherever the creek was adjacent to the fills they were protected from washing by oak piles driven apart parallel with the creek, with willow mattresses placed between and behind the piling and backed by stone rip rap work. Wherever the line of road crossed the creek there were erected plate girder or through span steel bridges, which were furnished by the
Berlin Iron Bridge Co. and the Havana Bridge Co. The bridges were set on foundations of cut stone laid in
Portland cement, none but dimension stones being placed in the faces of the walls. The track over all bridges had inside guard rails of the same section as the running rails, laid parallel to and from them. The bridges had fender pieces with notches on the underside to receive the ties; the fender pieces were held in place by bolts with washers on each end. Exposed parts of ties and also the notches were treated with two coats of red lead to prevent absorption of moisture. == Rails ==