HomeMy WebLinkAbout2004-10-25 - Minutes (2)FAYETTEVILLE
THE CITY OF FAYETTEVILLE, ARKANSAS
113 West Mountain St.
Fayetteville, AR 72701
ENGINEERING DIVISION CORRESPONDENCE 479-575-8208
To: Wes Burgess/Kurtis Jones, Crafton Tull & Associates
Thru: Suzanne Morgan, Development Coordinator
From: Mike Rozelle P.E., Staff Engineer
Date: October 26, 2004
Re: "In-house" plat review comments (25 October 2004 Tech. Plat Meeting)
Development: LSD 04-1287:Rupple Road Schools,pp 477
1. Revise legend for Existing 100 yr flood plain to" 100 yr Flood Hazard Zone AE Per
F.I.R.M." (Flood Insurance Rate Map)
2. Revise legend for Existing floodway to" Floodway Per F.I.R.M." (Flood Insurance Rate
Map).
3. The proposed finished floor must be 2 feet above the highest adjacent base flood
elevation.
It appears it is necessary to fill designated flood plain areas, the following criteria must be met
prior to issuance of a building permit:
1. Submittal of a flood plain development permit and plans designed by a licensed engineer,
architect or landscape architect in a accordance with the Flood Damage Prevention Code.
2. For structures, bridges, fill or changes to the water course within the regulatory floodway,
a certification from a registered professional engineer must be provided stating tht the
encroachments shall not result in any increase in flood levels.
3. For structures, fill or changes to the water course that will increase the base flood
elevations, applicant must apply for a conditional letter of map amendment through
FEMA prior to issuance of a permit, and the applacant must apply for a floodway
revision through FEMA once the project is complete.
4. The bridge proposed crossing Owl Creek shall be designed to accommodate the design
storm by providing at least a 1 foot of freeboard from the lowest chord of the bridge to
the design storm water surface.