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HomeMy WebLinkAbout20051457 Ver 1_Emails_20120906Strickland, Bev From: Ramsey, Dennis R [dennis.ramsey @ncdenr.gov] Sent: Thursday, September 06, 2012 10:12 AM To: Reeder, Tom Cc: Peele, Linwood Subject: Broad River Charts Attachments: Charts of Projected Average and Max. Total Usages for 5 Major Systems in Broad River Basin.docx; Water Needs and Supplies for Broad River Basin.xlsx; Max. Daily Water Needs and Supplies for Broad River Basin.xlsx; Work Sheet to Generate 2011 Peaking Factors.docx Tom As per your request, please find attached graphs for both the total average annual daily projected water demands and the total projected max. day demands for the Broad River Water Authority, Cleveland County Water. Forrest City, Kings Mountain and Shelby. I have also attached the Excel work sheets that generated these 2 graphs. The total peaking factor used for the projected max. daily flows through 2060 was 1.558. This was based on a review of the system's most recent LWSP (see attached summary sheet). This should be an over projection since the daily max. for the 5 systems were normally not in the same month. For the 5 systems, we had at least one max. daily demands in July, August, September and November. If we used the max. day from July for each systems, the peaking factor would be only 1.31. Also much of the max. daily demands should be able to be handled through the proper use of storage. Please let me know if you would like to discuss or if you need any additional information. Thanks Dennis Work Sheet to Generate 2011 Peaking Factors SYSTEM AVERAGE (MGD) DAILY MAX. (MGD) PEAKING FACTOR BROAD RIVER WATER 5.348 July 6.466 Sep. 8.129 1.21 1.52 CLEVELEND COUNTY WATER 4.249 July 5.270 1.24 FORREST CITY 2.050 ? ?? 3.5 1.71 KINGS MOUNTAIN 2.619 July 3.015 Nov. 5.335 1.15 2.04 SHELBY 4.038 July 5.801 Aug. 6.289 1.44 1.56 Tota 1 18.304 Total Current Treatment Capacity of Combined Facilities Total of All Average Day Usages in 2011 Total of All Daily Max. Day Usages in 2011 Peaking Factor for Combined Facilities in 2011 Total of All July Max. Day Usages in 2011 July Peaking Factor for Combined Facilities in 2011 43.0 MGD 18.304 MGD 28.523 MGD 1.558 24.052 1.31 Average Annual Daily Demand 2011 18.304 2020 29.583 2030 21.939 2040 23.319 2050 24.741 2060 26.402 Adjusted Average Annual Daily Demand 25.803 29.583 29.439 30.819 32.341 33.902 100 90 80 70 60 50 40 30 20 10 0 2011 2020 2030 2 Available Treatment Capacity Available Water Supply 42 89.1 42 89.1 42 89.1 42 89.1 42 89.1 42 89.1 1_040 2050 2060 ❑ Average Annual Daily Demand Adjusted Average Annual Daily Demand Available Treatment Capacity Available Water Supply