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32 <br /> SYSTEM CAPACITIES-MILLION GALLONS PER DAY(MGD) <br /> Utility Provider Total Raw Total Treatment Average Daily Peak Demand <br /> Water Supply Capacity Demand <br /> Orange-Alamance <br /> Water Corporation <br /> Water Supply (3) 1.0 MGD 0.8 MGD 1.0 MGD <br /> Sewage Disposal N/A N/A N/A N/A <br /> Orange Water and <br /> Sewer Authority <br /> Water Supply 13.5 MGD 12.5 MGD 7.0 MGD 8.4 MGD <br /> Sewage Disposal N/A 8.0 MGD 7.0 MGD 8.4 MGD <br /> (1) Raw water yield when flow in Eno River exceeds 6.5 MGD is limited only <br /> by treatment plant capacity. When Eno flow is less than 6.5 MGD, maximum <br /> raw water supply is 1.51 MGD. However, up to 4.0 MGD is available from <br /> Durham and OWASA in such periods. Phase I of a new reservoir to be <br /> constructed on the west fork of the upper Eno River will yield an addition 1.8 <br /> MGD. <br /> Notes (2) Mebane and Graham share water plan and reservoir with Graham utilizing <br /> two-thirds of capacity. Assumes that Graham will use identical share of raw <br /> water supply. <br /> (3) Raw water yield when flow in Eno River exceeds 6.5 MGD is limited only <br /> by treatment plant capacity. When Eno flow is less than 6.5 MGD, maximum <br /> raw water supply is .82 MGD. However, up to 1.0 MGD is available from <br /> Mebane and Graham in such periods. <br />