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<br /> . - <br />FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067.0148 FEMA USE ONl Y <br />BRIDGE/CULVERT FORM Expires July 37, 1994 <br /> PUBLIC BUROEN DISCLOSUR" NOTICE <br />Public reporting" burden for this form is estimated to average 2 hours per response. The burden estimate includes Lhl.~ <br />time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and <br />completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggesliom; <br />for reducing this burden, to: Information Collections Management., }<'ederal Emciogcncy Management Agency, 500 C <br />Street, S. W, Washington, OC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3U6, <br />0148), Washington, DC 20503. - <br /> ,---- <br /> <br />Community Name: <br /> <br />City of Greeley <br /> <br />Flooding Source: <br /> <br />Cache La Poudre River <br /> <br />Project Name/Identifier: City of Greeley <br /> <br />1. IDENTIFIER <br /> <br />1. Nameofroadway,railroad,etc.: Eighth Street <br />2. Location of bridge/culvert along nooding source (in terms of stream distance or cross-section identifier): <br />Between cross sections 29105 and 29175 <br /> <br />3. This revision renects (check one o{ the (ollowing): <br />o New bridge/culvert not modeled in the ~'IS <br />lXI Modified bridge/culvert previously modeled in the FIS <br />o New analysis of bridge/culvert previously modeled in the filS <br />(RxplainwhYl1.ewanalysiswasper{ormed) FrS mo~eli!~g ~vas performed prior to consrrllrt-inl1 <br />of a new bridge by the State of Colorado Dppartment of High,,,ays <br /> <br />2. BACKGROUND <br /> <br />Provide the following information about the structure: <br /> <br />Dimension, material, and shape (e.g. two 10 x 5 feet reinforced concrete box culvert; three 30-foot span bridge <br />with 2 rows of two 3- foot diameter circular piers; 40-foot wide ogee shape spillway) lSO-foot span <br /> <br />bridge with two 3-foot wide piers <br /> <br />2. gntrance geometry of culverVtype of bridge opening (e.g. 30" -75" wing walls with square top edge, sloping <br />embankments and vertical abutments) 00 wing walls with slop in&... embankments and <br />vertical abutments <br /> <br />3. lIydraulic model used to analyze the structure (e.g.,IIA'C-2 wirh special bridge rOlltille, WSPHO,IIYR) <br />HEC-2 with special bridge routine <br /> <br />If different than hydraulic analysis for the nooding source, justify why the hydraulic analysis used for the <br />nooding source could not analyze the structure(s). (Attachjllsti{icatioll) <br /> <br />Note: If any items do not apply to submitted hydraulic ana.lysis. indicate by N/A <br />. One form per new/revised bridge/culvert <br /> <br />FEMA form 8'-89E, AUG 93 <br /> <br />Bridge/Culvert Form <br /> <br />Form 7 <br /> <br />Page 1 of 6 <br />