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<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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />/\ <br />Jl,} <br /> <br />to North Albany Street which would also lie in the general <br /> <br />vicinity of Railroad Avenue. From North Albany Street east <br /> <br />to a proposed new pond, a 42 inch storm sewer is recommended. <br /> <br />Adequate catch basins and curb inlets are included within this <br /> <br />storm sewer system. However, due to economic reasons, <br /> <br />street revisions are not included in the estimate. It is proposed <br /> <br />to use the existing 36 inch and 24 inch culverts across Detroit <br /> <br />Street with a collection manhole and a 42 inch line to the <br /> <br />proposed Yuma North detention pond which is located north <br /> <br />of the railroad and east of Detroit Avenue. <br /> <br />The Yuma North area drains generally in a southeasterly direction. <br /> <br />3. <br /> <br />INDIAN HILLS AREA (AREA NO.3) <br /> <br />The soil conservation service hydrological report indicates <br /> <br />approximately 1,250 CFS of flow would move through the <br /> <br />development in the Indian Hills area approximately once every <br /> <br />one hundred years. Therefore, using this criteria, the one <br /> <br />hundred year flood plain area is plotted and shown in Exhibit <br />j:CC.--- <br /> <br />No. II of this report. It is most desirable to provide a green <br /> <br />belt through this area. (An insert will be provided later <br /> <br />describing the advantages of a green belt system. ) <br /> <br />The Indian Hills Pond No. II located in the southwest corner of <br /> <br />17 <br />