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Department, and shall, at a minimum, contain the <br />following: <br />a. the specific location of the project; <br />b. the total number of residential dwelling units <br />proposed, by type; <br />c. the total estimated residential population of <br />the proposed development, derived by applying <br />a person's per household factor of 2.2 for <br />multi -family or mobile home units and 2.4 for <br />single-family units to the number of units <br />projected for the proposed development; <br />d. the total park demand for each park type, <br />derived by applying the projected population <br />of the proposed development by the level of <br />service standard for each park type; and <br />e. project phasing information, if applicable. <br />(c) Concurrency Analysis <br />Using the data supplied under Section 911.11(4) (b) above, <br />the County Community Development Department shall <br />evaluate the impacts of the concurrency determination <br />application to determine whether adequate parks capacity <br />is available, or will be available concurrent with the <br />impacts of the development. In the event that the <br />information described in Section 910.11(4)(b)1. above is <br />not available in its entirety, the required data may be <br />provided by the applicant subject to verification by the <br />Community Development Department. For purposes of this <br />analysis, the acreage of a park will be included only if <br />sufficient development of recreation facilities has <br />occurred, or will occur consistent with the required <br />timeframes provided for concurrency determination. In <br />the case that development generated demand exceeds the <br />available capacity, the concurrency determination <br />certificate shall be denied. <br />(5) Drainage <br />(a) Concurrency determination applications shall be evaluated <br />by the Public Works Department to determine the <br />availability of adequate capacity of drainage systems <br />using the following: <br />1. An inventory of all major and minor water management <br />facilities and documentation of the ability of such <br />facilities to accommodate the design storms as <br />specified in the level of service standard; <br />2. Identification of the adopted maximum discharge rate <br />for the drainage basin, if any; and <br />143 <br />