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<br />~~~~~~ <br /> <br /> <br />I <i :/1 <br />f.,1,L.. <br /> <br />F,..-E.' <br /> <br />b -. <br /> <br />~-' <br />, <br />.~:. ti'A;1~;i~ <br />)".. ,ilJ !!ii <br />~'i4L '~':i <br />r: <br /> <br />Gingery Associates, Ine. <br />CONSULTING ENGINEERS <br /> <br />2840 SOUTH VALLEJO STREET <br />ENGLEWOOD, COLORADO 80110 <br />TELEPHONE 303761.4860 <br /> <br />MEMO TO FILE <br /> <br />SUBJECT Niver Creek <br />Hydrology <br />REF.JOBNO. 803.082 <br /> <br />and Northfield Creek <br /> <br />CATE <br /> <br />3/16/76 <br /> <br />SOURCE: <br /> <br />o TELEPHONE <br /> <br />o MEETING <br /> <br />WITH <br /> <br />r.i~~ <br />r <br />I" <br />", <br />'" <br />~~ <br />It, <br />17'1'.;1 <br />~!:., <br />". ~'t' <br /> <br />B'f <br /> <br />CGS <br /> <br />This technical memorandum has been prepared to document the hy- <br /> <br />drologic studies prepared for Niver Creek and Northfield Creek in <br />Adams County for the Federal Insurance Administration. To complete <br /> <br />~ <br /> <br />this study it was necessary to break up each creek into subbasins. <br /> <br />.- <br />These subbasins are shown on Figure 1. Based on field studies and <br /> <br />planning information supplied by Adams County and the City of Thornton, <br />~ <br />~. land use data was prepared for each basin. From this land use in- <br />!l'l <br />formation, it was possible to determine the extent of present and <br /> <br />'.'. <br /> <br />future development five years hen1e~ ~rent degree of basin de- <br /> <br />velopment is shown on Table ~ ~ <br />Rainfall runo~f d~~f~bdth creeks is presently non-existent. <br />It was theref~~d~d~d that the most reasonable method of computing <br />diSCh~!oJ the study was through the use of synthetic hydrographs. <br />For the~two creeks the Corps of Engineers' HEC-l program was used <br />to determine dischargehydrographs for each creek. <br /> <br />1'.'. <br />!, <br />:~ <br />" <br /> <br />; <br />I <br /> <br />, <br />~'. <br /> <br />! <br />I <br />I <br />II <br /> <br />" <br />~' <br />,"" <br />f'" <br /> <br />The needed rainfall, runoff data and other basin parameters used <br /> <br />in this study are given in Tables 2 and 3. Table 2 shows the subbasin <br /> <br />data developed for each subbasin in Northfield Creek and Niver Creek. <br /> <br />Table 3 shows the two hour storm precipitation that was used for <br /> <br />Niver Creek and Northfield Creek. This rainfall information was taken <br /> <br />from the Rainfall/Runoff Information Report published by the Urban <br /> <br />'JOTE', (OU yfZ cP Off,) Nlveri. C~, bCil1rNfP 1=I'<OIV'Vl <br />f\E fo r'Zi V \ A \)1:> i r:: C D / 1;.., 'L ~ r-, ~~" <) ..,. <br /> <br />'Pflf/s't.ll <br />