Monument 695-A; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 1027"... Monument 699-A; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 873" Elevation (feet) 1, 026. 73 873. 27 Monument 703; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 747" 746. 83 Monument 706-A; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 645". 644. 35 Monument 711; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 531" 531. 07 Monument 714; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 468". 467.99 Monument 719; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 390". Thayers Corners, N. Y., 5.06 miles north of; 0.21 mile west of turn in road; in George Marsh's barnyard, 50 feet south of barn, in granite bowlder; United States Geological Survey bronze bench mark disk stamped "393". Monument 721; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 371" 389.90 392.52 371. 17 Monument 722-A; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 331" 330. 97 Thayers Corners, N. Y., 8.07 miles northwest of; opposite Luke Fee's farmhouse, 3,400 feet south by east of monument 726; 35 feet south of road, in sandstone bowlder; United States Geological Survey bronze bench mark stamped "309". 308. 60 Monument 726-A; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey 287.93 Monument 727-A; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B.M. 266" 266. 18 Monument 735; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 224" 223.28 Monument 735; in east side of concrete base of; United States Geological Survey Trout River bench mark; bronze disk stamped "N. Y. 224" 223. 18 Monument 742; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 195" 194. 34 Monument 746; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 199" 198. 84 Monument 748; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 208" 207. 75 Monument 751-A; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 169" 168. 52 Monument 752; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 189" 189. 10 Monument 754; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 161" 160. 50 Monument 755; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 160" 159. 40 Monument 760; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 163" 163. 04 104709-257- -24 Monument 766; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 163" Elevation (feet) 162. 77 Monument 770; in south side of concrete base of; bronze disk marked "U. S. & C. B. Survey B. M. 159" 158. 81 Hogansburg, N. Y.; in foundation wall of St. Patrick's Church; 14-inch bolt (Deep Waterways P. B. 178. 26 Monument 771; in south side of concrete base of; bronze disk marked “U. S. & C. B. Survey B. M. 167 ”. 166. 37 Monument 773; in south side of concrete base of; bronze disk marked U. S. & C. B. Survey B. M. 188" 188. 10 APPENDIX V GEOGRAPHIC POSITIONS AND DESCRIPTIONS OF TRIANGULATION AND TRAVERSE STATIONS EXPLANATION OF TABLES These tables consist of the triangulation stations and traverse stations used in determining the positions of the boundary monuments, reference monuments, and turning points. The latitude and longitude of each station are given on North American datum (see p. 138). Along with the latitude and longitude of each station, the azimuths and distances are given of lines from that station to other stations of the triangulation. No azimuths or distances are repeated, and for a given line the azimuth and distance will be found opposite the position of the last mentioned of the two stations involved. The azimuths are reckoned clockwise from the south (see p. 138). The distances are all reduced to sea level (see p. 138). To facilitate the use of the tables, a column is given of the logarithms of the distances. It should be noted that the logarithm is derived from the computations and that the distances given are derived from the corresponding logarithms. The latitudes and longitudes of the stations in the schemes used for the principal control are given to thousandths of seconds, and to hundredths of seconds in the other schemes. In the columns giving azimuths, distances, and logarithms of distances, the accuracy is indicated to a certain extent by the number of decimal places given. These tables may be conveniently consulted by using as finders the sketches accompanying the report, published under separate cover, and the index to geographic positions beginning on page 485. The following abbreviations have been used throughout the tables: "Mon." for monument; "Ref." for reference; and "ecc." for eccentric station. GEOGRAPHIC POSITIONS OF TRIANGULATION STATIONS, SOURCE OF THE ST. CROIX RIVER TO LAKE POHENAGAMÓOK Station SOURCE OF ST. CROIX RIVER TO LAKE POHENAGAMOOK-Continued MAJOR SCHEME-con. Ludlow 46 09 09. 147 | 67 56 56. 349 6 41 57.3 299 54 40. 1 186 41 04. 8 Linneus 13, 422. 7 4. 127840 4. 203918 Richmond. 46 08 12. 266 4 58 07.0 54 08 09.5 97 01 35.8 184 57 48. 8 Union. 6, 257. 7 3. 796412 Linneus 19, 721. 7 4. 294945 |