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<br />I <br /> FEDERAL EMERGENCY rv1Ar~AGEMENT AGENCY O.M.B. Burckn No. 3067.0148 FEMA USE ONLY <br />I BRIDGE/CULVERT FORM E)(plresluJy 31. 1994 <br /> PUBLIC BURDEN DISCLOSURE NOTICE <br /> Public reportin~ burden for this fOl"m is estimated to average 2 hours per respon:-;e. The burden estimate includes the <br />I time for reviewing instructions, ,.,arching 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 suggestions <br />for reducing. this burden, to: InJ'lrmation Collections Management, ~'ederal Emergency Management Agen"y, 500 C <br />I Street, S.W., Wasbington, DC 20472; and to the Office of Management and Budget. Paperwork Redudion Project 13067- <br />0148), Washington, DC 20503. <br /> Community Name: City of Greeley <br />I Plooding Source: Cache La Poudre River <br /> Project Name/ldentilier: City of Greeley . <br />I ,. IDENTIFIER <br /> 1. Name of roadway, railroad, ele.: Eighth Street <br />I 2. Location of bridge/culvert along flooding source (in terms of stream distance or "ross-section identifier): <br /> Between cross sections 29105 and 29175 <br />I 3. This revision reflects (check one of the following): <br /> 0 New bridge/culvert not modeled in the ~'IS <br />I 1XJ Modified bridge/culvert previously modeled in the FlS <br /> 0 New analysis of bridge/culvert previously modeled in the FIS <br />I (Explain why new analYSIS was performed) FIS modeling was performed prior to ('onRrrllrtinn <br /> of a new bridge by the State of Colorado Department of HiQ:hw~vs <br />I <br /> 2. BACKGROUND <br />I Provide the following information about the structure: <br /> 1 Dimension, material, and shape (e.g. two 10 x 5 feet reinforced concrete box culvert; three 30-foot span bridge <br />I with 2 rows of two 3- foot diameter circular piers; 40-foot wide ogee shape spillway) 180-foot span <br /> bridge with two 3-foot wide piers <br />I 2. Entrance geometry of culverUtype of bridge opening le.g. 30" - 75 "wing walls with square top edge, sloping <br /> embankments and vertical abutmenls) 00 wing walls with sloping embankments ~nd <br /> vertical abutments <br />I 3. lIydraulic model used to analyze the strudure le.g..llEC-2 with special bridge rouline. WSPIUJ.llY8J <br /> HEC- 2 with siJeclal bridge routine <br />I If different lhan hydraulic analysis for the flooding source, justify why the hydrauli" analysis used for the <br /> flooding source could not analyze the structure!s). (Allachjuslificalion) <br />I <br />I Note: If any items do not apply to submitted hydraulic analysis, indicate by N/A <br /> . One form per new/revised bridge/culvert <br />I FEMA form 81-89E, AUG 93 Bridge/Culvert Form Form 7 Page 1 of6 <br />