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Agenda - 03-17-1982
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Agenda - 03-17-1982
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Last modified
3/30/2017 1:51:45 PM
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12/14/2016 3:17:19 PM
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BOCC
Date
3/17/1982
Meeting Type
Work Session
Document Type
Agenda
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Minutes - 19820317
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\Board of County Commissioners\Minutes - Approved\1980's\1982
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v, <br /> I .• <br /> -'' 'r ■0, <br /> , ..••• <br /> (I IVAPe"Wei° PLAIN P4 l 01 & 80• A/ ■AI OTE .., <br /> At ri v K y i&', 092._ <br /> Polatty said there was agreement on all aspects <br /> of the project except sewer service which was <br /> still under discussion. <br /> AGENDA ITEM 5: Luce indicated the additional 6. 23. 10.4 and <br /> 6.23. 4 to their zoning language. <br /> Irvin felt there was still a problem with the buffer <br /> calcluation on 6.23.1. He understood that the width <br /> of the fuffer was the quantity to be determined, but <br /> that variable "X" was unknown in the measurement of <br /> vertical rise. He requested the formula be clari- <br /> fied. <br /> The buffer is to be calculated by taking the average <br /> elevation of the vertical rise 250 feet from the <br /> flood plan, and multiplying it by 4 and adding the <br /> minimum 50 feet. <br /> Irvin seconded the motion. <br /> MOTION AMENDED: Irvin clarified that the 250 feet extended from the <br /> center of the stream, not the flood plain. <br /> Kizer noted taking the highest measurement or spot <br /> measurements would not suit. <br /> Shanklig suggested that a fixed buffer be set with <br /> the S&E specialist responsible for altering the <br /> _..., <br /> minimum for a particular site. He inquired why we <br /> should have a specialist if we do not use her. <br /> Luce noted 6.23.1 addresses that issue. <br /> Polatty indicated state law required an adequate <br /> buffer to prevent sedimentation but that no one <br /> known what adequate is. <br /> Kizer felt, that even with a specialist a formula <br /> was needed to avoid arbitrariness and allow public <br /> to be informed. <br /> Shanklin suggested it should be measured from the <br /> flood plan. Wilson noted the problem with steep <br /> vs. shallow banks. <br /> Kizer questioned the measurement formula noting the <br /> problem with contour change. He suggested taking <br /> the average elevation for calculation purposes, <br /> not 50 feet. <br />
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