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West Jordan Water Master Plan
3.5   WATER SUPPLY BY ZONE
For infrastructure planning it is also important to look at the supply by pressure zone. In addition to the water sources discussed in this chapter, some pressure zones may receive water from other pressure zones. This can be done through PRVs from a higher pressure zone or booster pump stations from a lower zone. Table 3-6 compares the water coming into a zone with the peak water demand in each zone. Deficits shown may be satisfied by higher pressure zones depending on how the system is operated.
Table 3-6
Water Supply by Zone
Pressure Zone
JVWCD Connections
Wells
Pump Stations
Total Inflow
2021 Peak Day Demand (gpm)
2021 Surplus / (Deficit) (gpm)
Buildou t Peak Day Demand (gpm)
Buildout Surplus / (Deficit) (gpm)
Pressure Zone
JVWCD Connections
Wells
Pump Stations
Total Inflow
2021 Peak Day Demand (gpm)
2021 Surplus / (Deficit) (gpm)
Buildou t Peak Day Demand (gpm)
Buildout Surplus / (Deficit) (gpm)
Zone 1
28,300
28,300
11,583
16,717
12,211
16,089
Zone 2
15,708
13,000
28,708
5,766
22,942
5,911
22,797
Zone 3
1,045
4,800
5,845
9,649
(3,804)
10,478
(4,633)
Zone 4
2,715
3,380
8,500
14,595
6,191
8,404
11,797
2,798
Zone 5
0
6,168
(6,168)
9,540
(9,540)
Zone 6
2,215
4,400
6,615
1,823
4,792
4,991
1,624
Zone 7
0
0
0
1,601
(1,601)
Total
48,938
4,425
30,700
-
41,181
42,882
56,528
27,535
 
Zone 3 shows a small deficit, but there is sufficient surplus in Zone 4 that peak demands can be met through PRVs. One deficit to note is in Zone 5. This zone is currently supplied by Zone 6. However, the 2021 deficit is greater than excess supply in Zone 6, which would be problematic if the peak demand occurred for multiple days in a row. For this reason, the City is currently working on a new JVWCD connection and pump station to deliver water directly to this zone, rather than delivering water through Zone 6.
At buildout, deficits are shown in Zones 3, 5, and 7. Projects to address these deficiencies are shown in subsequent chapters.