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Beach dune type fill may be placed beneath the structure provided <br />that the fill would not enhance erosion on neighboring property <br />and is designed to be compatible with surrounding topography and <br />does not result in latteral forces for which the foundation has <br />not , been designed.Xt4 <br />OiAt t/95f/tbiO/167A XalX V$Yig1/ 0/000 4:iWWWWJ 04X140$ l 1A49i00) <br />A16yi b <br />d16Y//VX4Xvi� <br />01A000 b�,� ,/ ¢MO� <br />AOOXX / X�/ �/ bXib/ hk�lbJlbkblll�/ /�lrld7lu'cY�h�'� /�ddd#'�i /#'a�v6 /dial <br />biYi ¢ Yi /�b 0/ThA0 it//PXX�Cyiu}/ 61600 60Vif 1;61A0V160/00000 <br />NthbbbitlIr/,/ A IN! :VQV / / 4441 A/C/ si /ai f / 13b411/ /V T9V / 464464/ ./ / 1r X1 <br />/,Sk�,tidbb�,�11/lCbP104A 14J6/ / j/W /U0 0 <br />OtO3 4 <br />:U4 :600 1 <br />(c) Sand dunes or mangrove stands are not altered so as <br />to increase potential flood damage. <br />SECTION 7 C. STORMWATER MANAGEMENT PERMIT (TYPE C) <br />A Type "C" Permit or Flood Protection Permit is required <br />prior to the construction of an individual detached single family <br />residence, duplex residence or accessory structure which is <br />located in a Flood Hazard Zone as defined in Section 7A(19)(a-f). <br />The Type "C" Permit shall be issued upon the applicant demonstrat- <br />ing compliance with Section 7B(1-14). <br />SECTION 8 REQUIRED INFORMATION FOR PERMIT APPLICATIONS <br />A. Type A Permit - A detailed description and drawing <br />(scale 1"=50' or larger) of the proposed stormwater management <br />system shall be submitted to the Community Development Director by <br />a Florida registered engineer or, for any development project <br />constructed on a site of 1.00 acre or less, a Florida registered <br />architect as long as any engineering service involved in the <br />design is purely incidental to the architect's practice, as <br />provided for in Florida Statutes X481.229 (1981), as may be <br />amended from time to time. The following information shall be <br />required: <br />(1) Hydrologic data including design rainfall, project <br />drainage area, tributary offsite drainage area, percolation tests, <br />existing and proposed impervious area and soil characteristics <br />including depth to wet season high water table (MSL). Soil boring <br />at four hundred (400') feet spacing to a depth of six (61) feet <br />shall be provided. Alternate representative soil profiles may be <br />used if approved in writing by the Public Works Director and if <br />demonstrated to be from a reliable and generally recognized <br />