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2008-01-14_Agency_Appeal_-_Christopher_Yuen_vs_Board_of_Appeals
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2008-01-14_Agency_Appeal_-_Christopher_Yuen_vs_Board_of_Appeals
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of not less than 60". The annual rainfall can be proven <br /> by rainfall records at comparable rain gauges, or by the USGS <br /> rainfall map. <br /> Rule 22 allows the rainfall to be proved by either the USGS rainfall map or by <br /> rain gauge data. The analysis of the information and comparison of maps <br /> attached to the variance application and other rainfall maps and rainfall data at the <br /> Planning Department, etc. indicate that the entire subject TMK property is below <br /> the 60" isohyet line and does not receive 60 inches of rainfall annually. The <br /> elevation of the property begins at above 1280 feet and ends about 1760 feet. <br /> Although the very top of the property is near the 60"isohyet line, most of the <br /> proposed lots are much lower. In view of the applicant's submittals, e.g. <br /> Exhibi(s) and other historical data published by the Hawaii State Climate Office <br /> (HSCO), it appears that the proposed subdivision is near active rain-gauge station <br /> "OPIHIHALE 2." This rain gauge is situated approximately 1.2 miles +/- south <br /> of the TMK property near the Mamalahoa Highway. According to a 1996 U.S. <br /> Geological Survey publication, Opihihale No. 2's elevation or altitude is 1270 <br /> feet. The rain guageg data indicates that the actual rainfall at the subdivision is <br /> well under 60." Historical rainfall data published by HSCO for OPIHIHALE 2 <br /> show the mean average rainfall measured for the years 1956-2000 is 41.20 inches. <br /> The annual rainfall at the property and the property's boundary on Mamalahoa <br /> Highway or South Kona Belt Road is probably about 41". Therefore,the <br /> proposed 6-lot subdivision does not receive minimum 60" annual rainfall and the <br /> applicant's request to allow individual rainwater catchment systems for potable <br /> and emergency is not allowed or eligible pursuant to Rule 22-Water Variance <br /> which requires the proposed subdivision to receive minimum 60" annual rainfall. <br /> VARIANCE DECISION <br /> In view of the above, the proposed variance would not fulfill the intent of the <br /> Subdivision Code and does not meet with all the requirements or Rule 22-Water <br /> Variance. Therefore, the applicant's variance application to allow proposed 6-lot <br /> subdivision without providing a water supply pursuant to Chapter 23, <br /> Subdivisions,Article 6, Division 2, Improvements Required, Section 23-84, <br /> Water Supply, (1)(2), or request to allow the proposed subdivision to be served by <br /> private catchment systems is denied. <br /> (ROA at 000113 —000118, 00656.) <br /> 3. The Appeal <br /> Jin and Lu appealed the Director's decision denying the Variance Application to the <br /> Board on March 14, 2007 (hereinafter "the Appeal"), seeking reversal of the Director's decision <br /> and approval of the Variance Application on the grounds that the Director's decision is arbitrary, <br /> 5 <br />
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