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Table 7.6 Existing Pump Station Capacity Analysis
Water System Master Plan
City of Morgan Hill
PRELIMINARY
Pump Station Capacity Pump Station Capacity Analysis
Total
Firm Required Capacity
1
Deficiency
(ft)
(gpm)
(gpm)
(gpm)
(gpm)
Existing Pump Stations
East Dunne # 1
430
Nob Hill
Holiday Lake
1,800
1,200
446
-
East Dunne # 2
430
Nob Hill
Holiday Zone No. 1
400
200
135
-
East Dunne # 3
430
Nob Hill
Holiday Zone No. 2
925
425
73
-
El Toro
520
Peak and Main
El Toro Tank
380
190
2
-
Encino Booster
415
Nob Hill
Encino Tank
900
450
100
-
Glen Ayre Booster
660
Llagas
Glen Ayre Zone
330
165
41
-
Hydropneumatic Booster
1170
Jackson Oaks
Hydropneumatic Zone
1,710
1,640
1,538
-
Jackson Oaks Booster
830
Holiday Lake
Jackson Oaks Zone
970
620
315
-
Llagas Booster
365
Nob Hill
Llagas Zone
750
300
221
-
Peak and Main Booster
370
Nob Hill
Peak and Main Zone
2,050
1,350
226
-
Woodland Booster
620
Llagas
Woodland Zone
430
140
14
-
Note:
2/15/2017
1. Required firm pump station capacity equal to Maximum Day Demand. Required firm hydropneumatic pump station capacity also required to include 1,500 gpm fire flow.
Name
Elevation
Source Pressure
Zone
Destination Pressure Zone