Laserfiche WebLink
� <br />� ' <br /> i I <br />� i INTRODUCTION <br />, � <br /> Tl�e planned development will take place on a 2.86+ acre site located on the southwest <br /> ' corner of Eiland Blvd. a.k.a CR 54 and U.S. 301 in Ze h rhills see Fi ure <br /> ( ) p y ( g 1, vicinity <br /> , map). The property is presently occupied by numerous retail/commercial stores and two <br /> residences (see Figure 2, reduced-size survey). Currently the site's runoff primarily drains <br /> � to the north and ultimately to an off-site, closed stormwater basin north of Eiland Blvd. <br /> The exi sting drainage patterns will be maintained with the proposed project, and the <br /> , ultimate outfall will remain the same (see Figure 3, Pre-Development Plan). The <br /> sformwater accommodation for the redevelopment will be provided by the proposed joint- <br /> � use stormwater facility on the south portion of the site (see Figure 4, reduced-size site <br /> plan) which will serve the City of Zephyrhills' re-aligned Hoover Rd. and the project. <br /> , , <br /> The proposed development will consist of a 15,880+ s.f. Walgreens with associated <br /> , parking and landscaping improvements. The existing Hoover Road will be realigned and <br /> its runoff will be accommodated in the proposed joint-use stormwater facility. The <br /> 1 stormwater runoff for the project drainage area will be collected in an on-site stormwater <br /> system and then routed to the joint-use stormwater facility. From the joint-use <br /> ' stormwater facility, the runoff will be conveyed through an outfall structure to an existing <br /> pipe which crosses Eiland Blvd. to the existing FDOT stormwater basin. The offsite <br /> , drainage area's runoff will be conveyed via swales and/or on-site conveyance to the <br /> existing FDOT basin/outfall. <br /> ' I <br /> This report documents that the proposed stormwater system for the Walgreens <br /> ' development will comply with the jurisdictional requirements of the Southwest Florida <br /> Water Management District, City of Zephyrhills, and the Florida Department of <br />�i � , <br /> r Transportation (FDOT). A geotechnical report is provided in Appendix D. <br /> I � <br /> ' ' i <br /> � � <br /> t ' <br /> � , <br /> � CadM/data/99/6001-99/6001-99drainage <br />