Laserfiche WebLink
<br />.- <br /> <br />--------------- <br /> <br />I <br /> <br />J <br /> <br />I <br /> <br />INVESTIGATIONS, ANALYSES, ANO TECHNICAL OATA <br /> <br />Most of the data for the 127 crOss-sections in the study were obtained <br /> <br /> <br />photogrammetrically. Cross-section data at road and bridge crossings <br /> <br /> <br />were surveyed by the Soil Conservation Service. Survey creW assistance <br /> <br /> <br />was provided by Chaffee County and the town of Buena Vista. These <br /> <br /> <br />surveys were conducted during the period of January through March 1977, <br /> <br />I <br />I <br /> <br />I <br /> <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Watershed and drainage area mapS were developed from U, S. Geological <br /> <br /> <br />Survey topographic maps (scale i:62,500). Flood hazard areas are <br /> <br /> <br />plotted on photogrammetric maps prepared especially for this study_ <br /> <br /> <br />Topography, planimetry, and cross-section data were compiled by photo- <br /> <br /> <br />grammetric methods from low level aerial photographY taken November 6, <br /> <br /> <br />1975. The photogrammetry is by Bell Mapping Company, 500 Kalamath, <br /> <br /> <br />Denver, Colorado, Funds for the mapping were provided by Chaffee County <br /> <br /> <br />with contracting for services through the Colorado Water Conservation <br /> <br /> <br />Board (CWCB). The maps were reproduced on a scale of 1"; 200' and <br /> <br /> <br />reduced to I" '= 400' for report purposes. Contour interval is 2-feet <br /> <br /> <br />and the datum is mean sea level. The map topography complies with <br />national map accuracy standards. Map mylars on a scale of I" ; 200' are <br /> <br />on file at the Soil Conservation Service, 2490 West 26th Avenue, Denver, <br /> <br />Colorado 8021], telephone (303) 837-5653. <br /> <br />I <br />I <br /> <br />Elevation Reference Marks <br /> <br />I <br /> <br />I <br /> <br />During the winter and spring of 1977, several of the temporary reference <br /> <br /> <br />marks used for photogrammetric mapping were replaced with permanent <br /> <br /> <br />markers consisting of brass caps imbedded in concrete. This work was <br /> <br /> <br />done by survey crews employed by Bell Mapping Company. Survey notes of <br /> <br /> <br />the original horizontal and vertical control are on file with the Colorado <br /> <br /> <br />Water ConserVation BOard. Following Is a tabulation of the permanent <br /> <br /> <br />reference marks used for this study. <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />.. <br />J <br />I <br /> <br />Surveys <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />Engineering fi.eld surveys for horizontal and vertical control Were <br /> <br /> <br />conducted by Bell Mapping Co. Horizontal control is based on the <br /> <br /> <br />Colorado State Coordinate System, Central Zone, established from U. S. <br /> <br /> <br />Department of Commerce, Coast & Geodetic Survey point ''winters'', The <br /> <br /> <br />vertical control is based on U. S. Coast and Geodetic Survey sea-level <br /> <br /> <br />datum of 1929. Field survey was conducted during the summer and fall <br /> <br />of 1975, prior to the aerial photography, <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />C-l <br /> <br />C-2 <br /> <br />I <br /> <br />-- ------------~--------------- <br />