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upr000156 124

upr000156 124
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upr000156-124

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http://n2t.net/ark:/62930/d1nv9cj3z
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LVLWC - Annual Report to Public Service Commission (2 of 2)

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Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

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University of Nevada, Las Vegas. Libraries

TABLE 10 LAS VEGAS VALLEY WATER DISTRICT Bases of Design - Water Storage and Dlstrlbutl Las Vegas Urban Area Storage Ground storage at 6th Avenue and Oakey Blvd. 4. Number of Reservoirs ..................... 1 Elevations (approximate): Center line of booster p u m p s ............ 2,015 Base of r e s e r v o i r ..................... 2,010 Pull line of reservoir...................2,030 Elevated Storage at 6th Avenue and Oakey Blvd. C a p a c i t y .............................. 0. Elevation of ground . . ... . . .2,030 Elevation of overflow ............... .2,130 Distribution System Pumping Station Rate of Consumption, Lake Mead Supply - Maximum Day, Average Hour, 1970 . . . . 27. Maximum Pumping Rate, Lake Mead Supply - 120° Average Hour, Maximum Day, 1970 . . 31 Capacity of Each Pump . . . . . . . . 10 Number of Units '........................... 3 Total Installed Capacity . . . . . . . 31 Total Dynamic Head at Rated Capacity . . . 100 Feeder Main from Elevated Tank Maximum Rate of P l o w ..................... 29 Length of Main to 9th Street and Stewart Avenue . . . . 0 MG 5 MG 1 MGD 6 MGD 6 MGD (Space for 1 future) 5 MGD feet 4 MGD 7,000 feet