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<br /> ' ~ <br /> approxunately 13 863 acres for a commercial store, service station, and pazking azea. The <br /> area was also reclassified from the State Land Use Agricultural to Urban D~stnct. In <br /> addition, the area south of the subject properties is the subject of a pending drstnct <br /> boundary amendment petition, LUC Docket No A99-729 Newton Family Limited <br /> Partnership identified as TMK 2-4-8• Por. 33. The petition seeks to reclassify <br /> approxunately 884.4 acres from the State Land Use Conservation Distnct to the State <br /> Land Use Agncultural D~stnct. <br /> 14. U.S.D.A. Soil Type: rLW, miscellaneous land type pahoehoe lava flows along the <br /> property boundazy on ICaumana Drive. Soils on the property are also identified as I{aC <br /> and I{aE, wlvch consists of well-drazned silty clay loams. Permeability ~s rapid, ninoff ~s <br /> slow, and the erosion hazard ~s slight <br /> 15 Land Study Bureau Soil Rating: "E" or Very Poor <br /> 16. ALISH: Existrng Urban Development <br /> 17 FIRM: The protect is located wit}un Zone C (azeas of minunal flooding), as well as <br /> Zone A, as designated by the Flood Insurance Rate Map (FIRM) dated September 16, <br /> 1988, by the Federal Emergency Management Agency (FEMA). The Department of <br /> Public Works requtres the applicant to prepare a flood study, certified by a licensed civil <br /> engtneer tnd~cating the base (100-yeaz) flood elevations w~tlun Flood Zone A. If the <br /> flood study reveals flood limits different from that of the FIRM, the applicant shall obtain <br /> a FEMA Condition Letter of Map Revision (CLOMR) pnor to construction plan <br /> approval. Upon completion of construction, a FEMA Letter of Map Revision (CONK) <br /> shall be obtained prior to final subdivision approval. The applicant may consult with the <br /> DPW regarding a possible cost-shanng alternative to the flood study. <br /> The 100-yeaz draznage azea is located on the project site The development of this <br /> protect will generate an increase of 40.5 cubic feet per second (cfs) peak dtschazge based <br /> on a 100-year 24-hour storm Therefore, improvements will be made to the drainage <br /> courses that traverse the protect azea A retention basin will also be constructed so that <br /> no adverse effect will be felt downstream of the project site The retention basin will be <br /> sized to accommodate the increased runoff volume According to the Depaztment of <br /> -3- <br /> <br />