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<br />! <br /> <br />'~ <br />( <br /> <br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 20472 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No.: 96-08-I76P <br /> <br />The Honorable Linda Morton <br />Mayor, City of Lakewood <br />445 South Allison Parkway <br />Lakewood, Colorado 80226-3105 <br /> <br />Community: City of Lakewood, Colorado <br />Community No,: 085075 <br />Panel Affected: 0005 C <br />Effective Date of <br />This Revision: AU G 0 8 1996 <br /> <br />102-I-A-C <br /> <br />Dear Mayor Morton: <br /> <br />This responds to a request for a revision to the National Flood Insurance Program (NFIP) map for your <br />community, Specifically, this responds to a letter dated June 26, 1996, from Ms, Toni Spurgeon, Engineering <br />Development Review, Public Works Department, Engineering Division, City of Lakewood, regarding the <br />effective Flood Insurance Rate Map (FIRM) for the City of Lakewood, Colorado, With her letter, <br />Ms. Spurgeon provided additional information to support her March 13, 1996, request for a Letter of Map <br />Revision (LOMR), Ms. Spurgeon requested that the Federal Emergency Management Agency (FEMA) revise <br />the effective FIRM to show the effects of improvements to Addenbrooke Pond and construction of an <br />underground pipe along South Lakewood Gulch upstream of Garrison Street <br /> <br />All data required to complete our review of this request were submitted with Ms. Spurgeon's March 13 and <br />June 26 letters, Because this LOMR shows the effects of a publicly sponsored flood-control project that <br />reduces flooding to existing development, fees were not assessed for the review, <br /> <br />We have completed oUr review of the submitted data and the flood data shown on the effective FIRM, and <br />have revised the FIRM to modify the elevations, floodplain boundary delineations, and zone designations of <br />the flood having a I-percent chance of being equaled or exceeded in any given year (base flood) along South <br />Lakewood Gulch from approximately 800 feet downstream of Alameda Avenue to approximately 200 feet <br />upstream of Kipling Parkway. <br /> <br />As a result of the project the width of the Special Flood Hazard Area (SFHA), the area inundated by the base <br />flood, decreased from just upstream of Alameda Avenue to just downstream of Garrison Street. The <br />maximum decrease in SFHA width, approximately 150 feet, occurred just downstream of Garrison Street <br />The base flood is contained in an 18-inch reinforced concrete pipe from Garrison Street to Addenbrooke Pond, <br />The base flood is also contained in Addenbrooke Pond from approximately 1,200 feet upstream to <br />approximately 1,700 feet upstream of Garrison Street, The base flood elevations (BFEs) decreased along the <br />revised reach from approximately 800 feet downstream of Alameda Avenue to approximately 200 feet <br />upstream of Kipling Parkway, The maximum decrease in BFE, 2 feet, occurred at Addenbrooke Pond, <br />