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<br />5ep"'ember 2006 <br /> <br />ICON Engineering. Inc <br /> <br />4 <br /> <br />Figure 1.3- Community Collaborative Rain and Hail Study (CoCoRaHS) Reported Results <br /> <br />pill <br /> <br />pi'" <br />, <br /> <br /> <br />p" <br /> <br />lOO <br /> <br />I" <br />fOl!ll.18 J <br /> <br />J23 J.tS <br />J44 <br />1"l~ <br /> <br />Fremont <br /> <br />Dl/trPteclphflonlIllcIM. uti). fOft'-2.hoJperkJdeldnll~1:OOarn <br />'l) tl...oO'I"IJ~'OJ.1Dll!oe ~"'J.OII .TO"""~'_'~U'II" <br />Frenll)f'Comty,CoMfaclol~ ________ <br /> <br />Total precipitation amounts for this stonn event were obtained from several different <br />sources including both amateur weather data monitoring volunteers and national weather <br />bureaus. Figures 1.3 through 1.5 show several of the various raintall sources and their <br />respective rainlall amollllts. <br /> <br />Limited field surveying was also perfonned in order to obtain high.water marks and <br />dminageway cross-sections along Brush IloIlow Creek at Ilighway 115. and at Eightmile <br />Creek at the County Roud 123 crossing. <br /> <br />Personnel <br />Tom Browning <br />Joe Busto <br />Penn Gildersleeve <br />Justen Ilamann <br /> <br />ICON I:ngincering <br /> <br />July 13.2006 <br /> <br />Entity Represented <br />CWCIl <br /> <br />nllte of Site Visit <br />July 10. 2006 <br /> <br />Table 1.1 - Field visit dates and personnel. <br /> <br />Information on storm characteristics. slIch as the recorded min!:111 amount, was readily <br />available for this event. Two separate field visits were conducted for this event which <br />included talking directly to citizens and public oOicials regarding the characteristics of <br />this storm. The personnel and dates of the site visits are listed below in Table 1.1. <br /> <br />Storm Char:lch:ristics an!tl.{ainfalllnformation <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />