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safety factor of 2 or greater. Alternate percolation or permeability tests procedures may be used if approved in writing by the Division of Public Works prior to their use. (4) Hydraulic calculations for size channels, culverts, inlets, retention/detention ponds, pond discharge structures, and determining discharge rates and maximum water surface elevations. (5) Erosion and Sedimentation Control Plans, during and after construction. (6) Statement of all assumptions and reference sources used in conduct of the study. (7) A certificate from a professional engineer licensed in the State of Florida that the soils are suitable and proper for the uses and purposes of the proposed development in a wet season condition; or submission of a plan calling for the removal and replacement of unsatisfactory soils. If the applicant submits a plan for removal and replacement of soils, the applicant shall submit a certificate from a professional engineer after the removal and replacement of soils has been completed, stating the new soils are suitable and proper for the uses and purposes of the proposed development. Such certificate shall be furnished to the Public Works Director prior to the issuance of a certificate of completion. (8) Where percolation is proposed, at least one boring per basin shall be submitted. Said borings shall be to a depth of twenty (201) below the invert of the basin or to a depth sufficient to locate the groundwater table or impervious soil layer. (9) A general description of the manner in which the stormwater management system is to be maintained, indicating who or what entity shall be responsible and by what method the responsibility shall be created and documented. (10) A list of all agencies (State, Federal or local) having permit jurisdiction for the project. A copy of all state, local, SJRWMD, and federal permits shall be submitted prior to issuance of a building permit. In cases where a surface water management permit is required from the SJRWMD, identical plans and calculations shall be submitted for review and coordination between the County and the SJRWMD. SECTION 8 Be Type B Permit and Type C Permit In addition to the information required for Type A permits in Article A of this section, an applicant for a Type B Permit shall submit to the Community Development Director all information required in Section 8 (A), all information showing compliance with Section 7 (B) of this ordinance, and the following (1) Elevation in relation to mean sea level of the proposed lowest floor (including basement) of all structures.