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Wednesday, December 05, 2012 - Regular Planning ... - Polk County

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Proposed Site – 2.35<br />

acres<br />

(RMX)<br />

Permitted Density/<br />

Maximum number of Lots<br />

Estimated Impact Analysis (Residential / Commercial)<br />

(Existing Land Use<br />

Designation)<br />

(Maximum Density /<br />

usage)<br />

(Proposed Site Plan)<br />

1 single-family<br />

dwelling unit<br />

15 single-family<br />

dwelling units by<br />

achieving the<br />

maximum density for a<br />

Planned Development<br />

religious institution<br />

seating for<br />

approximately 228<br />

individuals<br />

Average Annual Daily<br />

9 135 64<br />

Trips (AADT)<br />

PM Peak Hour Trips 1 15 4<br />

Source: <strong>Polk</strong> <strong>County</strong> Concurrency Manual and Institute of Traffic Engineers (ITE)<br />

Environmental Conditions:<br />

A. Surface Water:<br />

The nearest water body is Lake Locke approximately ½ mile to the southwest. There are no existing<br />

water bodies on the site or flood plains on the subject site. There is a small wetland on the eastern<br />

most portion of the subject site which will not be impacted as part of this expansion; therefore, it<br />

does not appear that this facility will pose any adverse impacts to any water bodies.<br />

B. Wetlands/Floodplains:<br />

There are no floodplains on the subject site. There is a small wetland on the eastern property<br />

boundary which will not be impacted as a result of this development.<br />

C. Wells (Public/Private)<br />

According to the applicant, there is a potable well on the site.<br />

D. Archeological Resources:<br />

According to the State Office of Historic Preservation, this site is not located on or near any known<br />

archeological resources.<br />

E. Airports:<br />

The subject site is not within an airport buffer zone.<br />

F. Soils:<br />

Soil Name<br />

Small<br />

Commercial<br />

Buildings<br />

Septic Tank<br />

Limitations<br />

Tavares Fine Sand/0 to 5 percent slopes Moderate: wetness Severe: wetness, poor<br />

filter<br />

Approximate<br />

Percentage of Site<br />

100%<br />

DRC Findings/Recommendation Page 6 of 11<br />

Level 3/BGD 11/20/<strong>2012</strong> 2:27 PM CU 12-19 <strong>December</strong> 5, <strong>2012</strong>

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