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Agenda - 08-29-2002 - 2
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Agenda - 08-29-2002 - 2
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BOCC
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8/29/2002
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Agenda
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2
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Minutes - 20020829
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464-- <br /> customers of Hillsborough and Orange-Alamance are facing very stringent water use restrictions and <br /> Piedmont Minerals is facing a potential complete shut-down of its operations. However,the first time <br /> availability of raw water from Hillsborough's new reservoir(which has never completely filled)has <br /> helped not only the Town,but Orange-Alamance and Piedmont Minerals as well, delay the imposition of <br /> ever more stringent(Stage VD water use restrictions (and associated costs or losses) for an additional <br /> two or three weeks. The availability of water from the new Hillsborough reservoir has been and <br /> continues to be a si 'ficant asset to this area at a time when water chemistry issues (different <br /> methods/chemicals used to disinfect treated water) and the water supply shortfalls experienced by almost <br /> all area utilities (excepting primarily the Mebane/Graham and Burlington systems) have severely <br /> impacted the ability of those water utilities to provide water for use here. <br /> County engineering staff anticipate that, :*ven the existing water level at Lake Orange (8'11"below <br /> spilling as of 8/23) and the current rate of fall in the water level (approximately 1"per day), Stage VI <br /> water use restrictions will be implemented on or before Wednesday, August 28th(absent significant <br /> rainfall in the interim). Water use restrictions already imposed on individual water customers of the <br /> Hillsborough and Orange-Alamance water systems (through Stage V of the County and Hillsborough <br /> drought ordinances)have prohibited all outside uses of water as well as the filling or refilling new or <br /> existing indoor or outdoor pools and have"strongly"encouraged the use of a number of techniques for <br /> conserving water for various indoor water uses. <br /> The provisions of the Eno River Capacity Use Agreement (analogous to the Stage VI level of the <br /> drought ordinance restrictions)call for the Town's no allocation to be reduced from 1,130, 000 gallons <br /> per day(gpd) to 680,000 gpd; Orange Alamance's allocation to be reduced from 620,000 gpd to 370,000 <br /> gpd; and Piedmont Mineral's allocation to be reduced fi-om 190,000 gpd to 0. However, Hillsborough <br /> can supply its full current demand(approximately 1,000,000 gpd)from its new reservoir for <br /> approximately 100 more days; and Orange-Alamance has been able—thus far—to obtain sufficient <br /> water,by pumping from its three wound water wells and purchasing treated water from both Mebane <br /> and Graham, to meet its current demand(approximately 1,000,000 gpd). Piedmont Minerals is in the <br /> worst shape in that it will only be able to obtain the untreated water it needs for its production processes <br /> by utilizing and recycling water stored in a few on-site ponds. <br /> All available information on Lake Orange indicates that that the imposition of Stage VI drought <br /> ordinance restrictions coincides with a remaining water storage capacity of 30 percent of the total <br /> capacity or approximately 140 million gallons. At the current rate of water demand(620,000 gpd for <br /> Orange-Alamance, 190,000 mgd for Piedmont Minerals), in-channel loses and evaporation,these <br /> numbers indicate that Lake Orange has approximately 100 days of storage left. Hillsborough,has not <br /> been using its Eno/Lake Orange allocation for the last three weeks,but will probably be using its <br /> allocation within the next week. A calculation incorporating the additional release would show the <br /> remaining days of storage capacity to be halved(50 days). From a practical standpoint,however,Lake <br /> Orange may have only between 20 and 30 days of storage left since it appears that a large portion of the <br /> remaining storage may be inaccessible. That is, the lowest gate in the intake structure(which opens <br /> upward and is intended to be the means for draining the lake) is now known to be malfunctioning to the <br /> point of inoperability(it appears to be binding so ti: tly that it cannot be raised). Furthermore, the gate <br /> also appears to be completely buried in the silt that has collected around the outside of the intake <br /> structure. Utile gate were opened and then could not be closed as a consequence of silt filling the lower <br />
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