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May Day & Idaho Mill Complex - General Stormwater Comments <br />Page 3 <br />March 1, 2011 <br />entrance is 1.5 times the culvert diameter. Please use appropriate methodology and <br />engineering practice to size culverts. <br />9. Please correlate or use consistent nomenclature for the stormwater management <br />structures shown in Figure SWMP-1 with the elements designed in Tables SWMP 1 and <br />SWMP A through M. For example, is the structure labeled "CUL-A" on Figure SWMP- <br />1 the same as the culvert analyzed in Table SWMP D? Also, for what purpose are the <br />values calculated in Tables SWMP A through C. <br />If either you or the applicants have any questions regarding the comments above, please call me <br />at (303) 866-3567, extension 8169. <br />mAmin\tc1\m-1981-185 maydayidaho\stormwatercomments_mem01mar11.docx