Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />below the high water line has been fenced by Vancleave and Is currently <br />occupied by equipment and other materials. The plot of the Vancleave property <br />tends to Indicate they are using Nortll poudre property. <br /> <br />The high water line for the normal pool of Gage Height 36 feet appears to fall <br />within the boundary of land owned bY' The North Poudre Irrigation Company with <br />the exception of the area adjacent to the Bureau of Standards land as previously <br />discussed. The reservoir has not been above gage height 34 feet for the period <br />of record studied and It Is not knowI1 how long It has been since the reservoir <br />has been above that elevation or what lands It would have covered. At this <br />time It can not be ascertained whether the Probable Maximum Flood Is retained <br />within the boundary of that owned by The North poudre Irrigation Company. <br />This can only be addressed accurately after an aerial survey Is conducted of the <br />site. <br /> <br />An area where right-of-way would have to be purchased for sure Is In the area <br />of the proposed spillway area at the right abutment. The spillway and spillway <br />channel at the right abutment are not within the boundaries owned by The North <br />poudre Irrigation company. The purcl1ase of approximately 20 acres of agricul- <br />tural land would be required to place the spillway as shown on Figure V-I. <br /> <br />For the alternate RCC spillway locatl(ln at the left end of the main dam, some <br />land may have to be acquired, however, an exact amount could not be determined <br />a t this time. <br /> <br />No other right-of-way problems were detected at this time. Only a detailed field <br />survey and a breakdown of the sections, however, would ascertain for certain If <br />there are specific right-of-way problems. No field surveys were conducted at <br />this stage of the project. <br /> <br />PAGS 16 <br />Chapler V - 110. 6 Vel8iblllty <br />