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Agenda 05-28-2002
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Agenda 05-28-2002
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Last modified
7/7/2017 12:10:11 PM
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3/28/2012 9:49:52 AM
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BOCC
Date
5/28/2002
Meeting Type
Public Hearing
Document Type
Agenda
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Minutes - 20020528
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\Board of County Commissioners\Minutes - Approved\2000's\2002
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u <br /> Recharge for the Morgan Creek basin (upstream from White Cross and Chapel <br /> Hill) is higher than any other basin, explained in part by the soil properties in'this <br /> area that allow high infiltration rates (sometimes known as "Chapel Hill gravel'). <br /> The Haw River basin (Bingham Township and the northwestern edge of the <br /> County) and New Hope River sub-basin (northern and eastern Chapel Hill) has <br /> the lowest recharge, the latter largely due to the presence of Triassic <br /> sedimentary rocks and soils with low infiltration capacities. <br /> Finally, the report offers a method of using the recharge rate data for ground <br /> water management planning. The ultimate limit on ground water availability is <br /> the rate of recharge, i.e., the amount that can be sustainably withdrawn without <br /> overdrafting the supply. Two examples are provided that offer ways to translate <br /> the recharge rate data on a basin-by-basin approach to determine the recharge <br /> area needed and the sustainable lot size, given a known water demand. <br /> In summary, the report found that there are significant reserves of ground water <br /> in the County, but that the rate of recharge varies from one geographic area to <br /> another. Although ground water supplies are currently sufficient, the report <br /> notes the critical importance of proper management, conservation and planning <br /> for use of ground water supplies for the future. <br /> B. 2001 Ground Water Resource Investigation <br /> Where the 1996 Recharge Rate report looked at the County's ground water <br /> availability using streamflow records by basin, the 2001 Resource Investigation <br /> augments this report with actual well data. <br /> The new report provides a baseline on well yield in the County, from data <br /> gathered from 649 wells. These data include yield, depth, diameter, location, <br /> casing depth, and water level. Table 3 on page 11 of the USGS report offers a <br /> synopsis of the water availability findings. <br /> Well yield (in gallons per minute) ranged dramatically, as has been known for <br /> many years by those involved in well drilling and inspection. The lowest yield <br /> well in the 600-plus sample produced only 0.1 gallons per minute (gpm), while <br /> the high yield well produced 240 gpm. The average well in the sample was much <br /> lower, however, averaging 17.6 gpm. <br /> The depth for wells in the sample likewise varied significantly, from a minimum <br /> of 24 feet to a maximum of 805 feet. The average well depth was 208 feet. <br /> The well yield and well depth findings allowed USGS to perform sensitivity <br /> analysis to see what type of correlation well yield had to construction practices <br /> and siting of wells — and to well yield per foot of depth. <br /> 15 <br />
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