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<br />PRCToups Corporation <br /> <br />pf'C <br /> <br />The following segment nl1mbers are associated with the subject property: <br /> <br />'. <br /> <br />SEGMENT: S3600A30, 98.0 AC. <br />SEGMENT: S3600E40, 77.5 AC. <br />SEGMENT: S3600F40, 14.0 AC. <br />1@:;>J.5 <br /> <br />. , <br /> <br />The above segments add up t.o an area much larg2!' than the r,1ountain Vie\1 <br /> <br />Subdivision; therefore, in the historic analysis of this report, off <br /> <br />5 ite areas shown on maps K16 and K17 of the Merri ck study were i nc I uded. <br /> <br />Another Drainage st.,dy, that \'laS performed by Lind Engineering in <br />January, 1913~ hdS nujor impact on the r"ountain Vie\1 Subdivision. <br /> <br />The Lind study divided the East Glenn property (of which the r40untain <br /> <br />View Subdivision was a major cart) into three basins. Because the <br /> <br />detention facilities within the East Glenn Sutdivision were sized to <br /> <br /> <br />contain the runoff of the r.10untain View Subdhision"t.i'1is.EeRorts' <br />histol'ic ana lys is used the approximate boundar i es of the developed <br /> <br />,"" <br />Lind study. The City of Thornton has the linG study 0'1 file. Within <br /> <br />the historic stu.jy presented. The first analysis shown C..,ith design <br /> <br />points labled NH, CH, SH) included the entire quarter section. The <br /> <br />second analysis shown (with design points labled NH CH, SH) included <br />, <br /> <br />only the Mountai~ View Subdivision. This method allows observation <br /> <br />of the historical flows as the runoff enters the East Glenn Subdivision. <br /> <br />-6- <br />