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FLOOD02983
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Last modified
1/25/2010 6:25:59 PM
Creation date
10/4/2006 11:23:23 PM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Community
Littleton
Stream Name
Lee Gulch, Little Creek
Basin
South Platte
Title
Major Drainageway Planning
Date
9/1/1978
Prepared For
Littleton
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />Mr. Ben Urbonas, P.E. <br />Page Three <br />December 14, 1977 <br /> <br />Mr. Ben Urbonas, P.E. <br />Page Four <br />December 14, 1977 <br /> <br />In regard to the side channel spillway on the Highline <br />Canal, this recommendation is legally sound and should be <br />reviewed with the canal owner to obtain its permission, if any <br />alterations of the canal would be necessary. Also, the feasibi- <br />lity of obtaining funds from the canal owner for the construction <br />of this improvement should be investigated since it would seem <br />that if the policy of separating irrigation and drainage flows is <br />followed, this improvement is necessitated solely because of the <br />canal and its condition. But if the drainage flows entering the <br />canal are a result of others dumping their drainage flows into <br />the canal then and in that event the canal owner should not be <br />required to bear such an expense as the suggested improvement. <br /> <br />Finally, when the final design for this project is com- <br />pleted, the engineer should address himself to the sequence of <br />implementation of the recommended alternatives so that any <br />increased damage upstream, downstream, or adjacent to the improve- <br />ments as a result of the sequence of implementation of the selected <br />alternatives can be avoided. <br /> <br />II. Lee Gulch. <br /> <br />This portion of the opinion will proceed from the <br />"uphill" portion of Lee Gulch and comments will be made on all <br />three reaches of the gulch and the alternates discussed and selected <br />in the engineer's report. <br /> <br />In regard to the flume with a clear span crossing, it appears <br />that this recommendation of leaving it up to the owner of the canal <br />is certainly correct if it has been determined that the flume as it <br />is now will not be further damaged by any improvements that are <br />recommended upstream. If there is further damage as a result of <br />our improvements, there is an obligation to prevent this portion <br />of the damage. Here, the overriding consideration is that the flu~e <br />was built by the owner with its supports in the flood plain and, <br />therefore, it has created the problem. <br /> <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 />1. Reach 3. <br /> <br />It appears from the report that no structural <br />alternates were evaluated or selected in this reach and that the <br />sole recommendation in this reach is the zoning of the 100-year <br />flood plain as such. This alternative is satisfactory for the con- <br />ditions at present because of the lack of any structures in the <br />Reach, but it would seem advisable to also, at this time, address <br />the problems and potential problems which may exist in the Reach <br />with full development of the Reach. It is not clear from the report <br />that this has been done, although there is some indication in the <br />report that there exists a preliminary plan for a subdivision in <br />the area of the Reach. This expansion of the engineer's report <br />would be necessary for Arapahoe County to intelligently evaluate <br />the development of the Reach and the determination of what flood <br />control measures will be imposed on the developers of the area. <br /> <br />3. Reach 1. <br /> <br />The recommendation made in Reach 1 are legally <br />satisfactory as long as they meet the criteria set forth in my genecal <br />comments. <br /> <br />In conclusion, the engineer has recommended zoning the 100- <br />year flood plain which, of course, should be done, but further, all <br />commercial industrial, and residential occupants of the flood <br />plain should be notified of their situation. <br /> <br />2. Reach 2. <br /> <br />The channelization of the south branch east of <br />Broadway and south of the industrial building is legally satisfactory <br />as long as the criteria in my general comments are met. The damage <br />of the four street crossings in this Reach is mentioned, but no <br />opinion is stated as to the effect, if any, the recommended channeli- <br />zation has on at least three of these streets. It would be of <br />assistance in reviewing the final design to have this type of <br />information along with other alternates that were looked at to solve <br />or reduce this problem. The suggestion of the cost of channeliza- <br />tion in the area of the industrial building is a good one, but it is <br />not clear what facts justify such a suggestion. If the flooding <br />in the parking lot and industrial building is a result of the <br />owners' acts, then this idea would have some legal basis. <br /> <br />III. <br /> <br />Little Creek. <br /> <br />This portion of the opinion will also proceed from the <br />"uphill" portion of Little Creek and comments will be made on all <br />six reaches of the creek and the alternates discussed and selectee <br />in the engineer's report. <br />1. Reach 6. <br /> <br />The alternates discussed and selected in this <br />Reach are legally satisfactory and the only thing unclear to me is <br /> <br />-'\-9- <br />
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