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<br />L." <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />. ) <br /> <br />MEMO TO FILE <br /> <br />SUBJECT: Boot Leg Reservoir Dam <br />W. Div. 1, W. Dist. 1 <br /> <br />DATE: August 28, 1983 <br /> <br />On August 11, 1983, I was contacted by Lawrence Gerkin, manager of the Henrylyn <br />Irrigation District concerning the above referenced reservoir dam. Mr. Gerkin <br />contacted me in response to an inquiry made of him by Alan Pearson of our office <br />during a follow-up of recent correspondence concerning Boot Leg Reservoir Dam. <br />During this conversation, alternatives to the repair or abandonment of Boot <br />Leg Reservoir Dam were discussed. Mr. Gerkin proposes to cut the dam down using. <br />a carry-all to a depth 10 to 12 feet below the current crest elevation of the <br />dam for a width of approximately 200 feet in the area adjacent to the outlet <br />section. Mr. Gerkin then is planning on concrete lining this section and on the <br />lower or downstream slope of the embankment converging the structure, concentrat- <br />ing flows through the checkboard structure in the Henrylyn Canal downstream of <br />the embankment. Mr. Gerkin felt that the construction of this type of concrete <br />structure could be done relatively inexpensively and would provide additional <br />spillway capacity. <br /> <br />During this conversation, the requirements of our previous correspondence con- <br />cerning Boot Leg were discussed. Mr. Gerkin stated that in view of the use <br />or benefits derived from the structure by the Henrylyn Irrigation District, <br />expenditures of large capital on the structure were not warranted. Mr. Gerkin <br />saw no need in restoring the crest of the dam to a uniform elevation nor did <br />he see justification for the expenditures of funds to have their engineer study <br />the spillway situation and the likelihood of overflows from the reservoir into <br />the west spillway. In regard to the west spillway, our concerns were explained <br />as being those similar to Clay Creek Reservoir where spillway flows were <br />diverted into an adjacent. drainage through a low saddle on the reservoir peri- <br />meter, making the owners liable for damages caused by those diverted spillway <br />flows. I stated to Mr. Gerkin that that was a basis for our letter, to inform <br />the company of that potential liability. <br /> <br />Mr. Gerkin assured me that his company was considering the situation and that <br />people downstream of the reservoir were concerned as to the loss of their <br />flood protection should the reservoir be altered or breached. Mr. Gerkin was <br />encouraged to contact local entities in an effort to arouse interest concerning <br />the conversion of Boot Leg Reservoir into a properly designed flood control <br />structure. Likely entities which may be interested included Weld County, <br />the Soil Conservation Service, and the State Highway Department. . <br /> <br />I informed Mr. Gerkin that if such a spillway structure as proposed during ~he <br />initial portions of the conversation were to be constructed at the site~ plans <br />and specifications for that structure would have to be submitted to and approved <br />by our office prior to construction. I also-stated that we would like to know <br />of the district's intent to breach the dam and the configuration to which they <br />