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HomeMy WebLinkAboutNC0050342_Plan of Action_19980503NPDES DOCUMENT SCANNING COVER SHEET NC0050342 Muddy Creek WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change 1144 6r( 04/ ‘ Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: May 3, 1998 Thies document is printed on reume paper - ignore arty content on the reiirerese'side Summary of Winston-Salem's Request for a Water Intake Structure on the Yadkin River 5/98 AHM Anticipating an increased demand for drinking water, the City of Winston-Salem wants to build a second water intake on the Yadkin River to be located approx. 1 mile upstream of the Enon gage. Initially the intake will be design to withdraw 25 MGD and ultimately 50 MGD. The City is concerned that the existing intake nr Idols is too small to meet future needs. In addition, the existing intake is located downstream of I-40 and there is a percieved risk that chemical contamination of the water supply could occur as a result of a highway accident. The City is proposing to build a run -of -river dam across the Yadkin River in order to increase the depth of the river. The river is shallow (-3 ft.) at the proposed site and the additional depth is needed to accomidate a water intake structure. The impoundment will be contained within the natural banks. The Division (Modeling Unit) in the past has stated that we want the 7Q10 flow immediately above the Muddy Creek discharge to be maintained at 554 cfs (`89 USGS estimate) after any withdraws are taken. Since the City owns storage in Kerr Scott Res in Wilkes County the Division has proposed that the COE release additional water to maintain the 7Q10 flow. There are several problems with requiring that the 7Q10 flow at Muddy Ck be maintained. First, there are operational difficulties for the Corps in monitoring the stream flow approx. 80 river miles downstream of the reservoir. If at all possible the COE would like to keep their control point at Wilkesboro. This way if the satellite telemetry goes down the operator can simply drive a relatively short distance to a staff gauge in order to assess the stream flow. Second, requiring that a 7Q10 flow be met that far from the reservoir will mean, for all practical purposes, that W-S will be using their pool storage to augment other withdrawers between the city and the reservoir. Therefore, the COE has proposed a the following operational plan, similar to the plan used for Jordan Lake, I have been told. First, a baseline condition will be established that assumes that the existing operation of the reservoir and the AVERAGE daily withdrawal from Idols (50 MGD) is a satisfactory permitting condition for WLAs. When the flows at Wilksboro, the control point for reservoir operation, drop to or near the 7Q10 flow (125cfs), a low flow operational procedures will be instituted at the reservoir. Note that 125 cfs is the minimum release from Kerr Scott Res. As part of these procedures W-S will average its withdrawal for the past week, as an indication of the demand for the following week and notify the COE. The COE will release a flow in 10 MGD increments equal to, or one increment greater than, the city's withdrawal. Increments of less than 10 MGD are operationally difficult to achieve, according to the COE. A potential problem with this operational procedure is that a weekly average may be an underestimate of future demand. The base line condition of a 125 cfs minimum release and average withdrawal may not be approximately equal to the 7Q10 flow. Ga I I /3 399 4‘,-44-74\ • A_ I3144 BUDDY CREEK OUTFACE + 211 `, 1 (F h .\' \\ I 75n�\ FRYE BRIDGE ROAD DECHLORINATION FACILITY IS"' ) „r v rt*40, rl�b�l�il girE C SOUTFORK CREEK OUTFALL MUDDY CREEK WWTP DISCHARGE NC0050342-002 0 u LOCATION MAP MUDDY CREEK WWTP NPDES # NC0050342 FORSYTH ANDRDAVEY VIDSON COUNTY, N.C. �C WINSTON-SALEM WEST QUADRANT WELCOME QUADRANT SCALE 1:24000 NOTE: 1/4 MILE AREA AROUND PLANT IS HIGHLIGHTED IN YELLOW WATER BODIES WITHIN 'A MILE OF PLANT ARE HIGHLIGHTED IN BLUE LOCATIONS OF WELL WITHIN V, MILE OF PLANT ARE DENOTED BY RED DOTS a)( ROUTES OF INFLUENT OUTFALLS FEEDING THE PLANT ARE NOTED BY ORANGE LINES 'HI ire►.` CD