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<br />1 <br /> <br />l8+ <br /> <br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 204-72 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No.: 99-08-304P <br /> <br />The Honorable Al Parker <br />Mayor, Town of Castle Rock <br />P.O. Box 8000 <br />Castle Rock, CO 80104-8000 <br /> <br />Community: Town of Castle Rock, Colorado <br />Community No.: 080050 <br />Panels Affected: 0170 C and 0188 C <br />E~ective pate of 0 E C 0 3 1999 <br />thIS RevIsIOn: <br /> <br />102-I-C <br /> <br />Dear Mayor Parker: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective <br />Flood Insurance Rate Map (FIRM) for your community in accordance with Part 65 of the National Flood <br />Insurance Program (NFIP) regulations. In a letter dated April 26, 1999, Ms. Vera Stepanek, P.E., Project <br />Engineer, Rocky Mountain Consultants, Inc., requested that FEMA revise the FIRM to show the effects <br />of construction along Tributary B to East Plum Creek (Tributary B) of two 6O-inch-diameter <br />reinforced-concrete pipe culverts (RCPs) under Santa Fe Drive approximately 100 feet upstream of the <br />Atchison, Topeka and Santa Fe Railway (AT&SFR); a detention pond approximately 300 feet upstream <br />of the AT &SFR; a pond inlet drop structure approximately 800 feet upstream of the AT &SFR; three <br />64-inch-diameter RCPs under Access Road approximately 1,200 feet upstream of the AT &SFR; and two <br />66-inch-diameter RCPs under Red Hawk Drive approximately 2,200 feet upstream of the AT &SFR. This <br />request also included a detailed hydrologic and hydraulic analysis of the reach of Tributary B from <br />approximately 100 feet downstream to approximately 2,600 feet upstream of the AT&SFR. <br /> <br />All data required to complete our review of this request were submitted with letters from Ms. Stepanek. <br /> <br />With a letter dated June 21, 1999, Ms. Stepanek provided a corporate limits map that shows that the <br />portion of the area ofrevision west of the AT&SFR was annexed by the Town of Castle Rock. <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM. We <br />have revised the FIRM to modify the floodplain boundary delineations of the flood having a I-percent <br />chance of being equaled or exceeded in any given year (base flood) along the reach of Tributary B from <br />approximately 100 feet downstream to just downstream of the AT &SFR and from approximately 50 feet <br />upstream to approximately 2,600 feet upstream of the AT&SFR. As a result of the modifications, the <br />width of the Special Flood Hazard Area (SFHA), the area that would be inundated by the base flood, for <br />the revised reach increased in some areas and decreased in other areas. The increases in SFHA width are <br />a result of the detailed hydrologic and hydraulic analysis for Tributary B. All increases in SFHA width <br />are contained on the requester's property. Please note that Tributary B was previously labeled as Omni <br />Drainageway. The modifications are shown on the enclosed annotated copies of FIRM Panel(s) 0170 C <br />and 0188 C. This Letter of Map Revision (WMR) hereby revises the above-referenced panel(s) of the <br />effective FIRM dated September 30, 1987. <br /> <br />Because this revision request also affects the unincorporated areas of Douglas County, a separate LOMR <br />for that community was issued on the same date as this LOMR. <br />