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City of Morgan Hill

Water System Master Plan

TABLE OF CONTENTS

PAGE NO.

June 2017

ii

City of Morgan Hill

Water System Master Plan

4.7

BOOSTER STATIONS .......................................................................................4-9

4.8

PRESSURE REDUCING VALVES .....................................................................4-9

5.0

CHAPTER 5 – DOMESTIC WATER DEMANDS ................................................................5-1

5.1

EXISTING DOMESTIC WATER DEMANDS.......................................................5-1

5.2

FUTURE DOMESTIC WATER DEMANDS .........................................................5-1

5.3

RECYCLED WATER DEMANDS........................................................................5-1

5.4

MAXIMUM DAY AND PEAK HOUR DEMANDS .................................................5-5

5.5

DIURNAL DEMAND PATTERNS........................................................................5-5

6.

0 CHAPTER 6 - HYDRAULIC MODEL DEVELOPMENT......................................................6-1

6.1

OVERVIEW ........................................................................................................6-1

6.2

MODEL SELECTION..........................................................................................6-1

6.3

HYDRAULIC MODEL DEVELOPMENT..............................................................6-1

6.3.1

Skeletonization .....................................................................................6-1

6.3.2

Pipes and Nodes ..................................................................................6-2

6.3.3

Digitizing and Quality Control................................................................6-2

6.3.4

Demand Allocation ...............................................................................6-2

6.4

MODEL CALIBRATION ......................................................................................6-3

6.4.1

Calibration Plan and SCADA ................................................................6-3

6.4.2

EPS Calibration ....................................................................................6-3

6.4.3

Use of the Calibrated Model .................................................................6-3

7.

0 CHAPTER 7 - EVALUATION AND PROPOSED IMPROVEMENTS ..................................7-1

7.1

OVERVIEW ........................................................................................................7-1

7.2

FIRE FLOW ANALYSIS......................................................................................7-1

7.3

LOW PRESSURES ANALYSIS ..........................................................................7-4

7.4

HIGH PRESSURE ANALYSIS............................................................................7-4

7.5

WATER SUPPLY REQUIREMENTS ..................................................................7-4

7.5.1

Existing Supply Requirements ..............................................................7-4

7.5.2

Future Supply Requirements ................................................................7-9

7.6

WATER STORAGE REQUIREMENTS...............................................................7-9

7.6.1

Existing Storage Requirements ............................................................7-9

7.6.2

Future Storage Requirements...............................................................7-9

7.6.3

Recommended New Storage Facilities .................................................7-9

7.7

PUMP STATION CAPACITY ANALYSIS............................................................7-12

7.7.1

Existing Pump Station Capacity Requirements .....................................7-16

7.7.2

Future Pump Station Capacity Requirements .......................................7-16

7.8

PIPELINE IMPROVEMENTS TO SERVE FUTURE GROWTH...........................7-16

7.8.1

Boys Ranch Pressure Zone ..................................................................7-16

7.8.2

Nob Hill Pressure Zone.........................................................................7-22

7.8.3

Holiday Pressure Zones .......................................................................7-23

7.9

PIPELINE REPAIR AND REPLACEMENT .........................................................7-23

8.

0 CHAPTER 8 – CAPITAL IMPROVEMENT PROGRAM .....................................................8-1

8.1

COST ESTIMATE ACCURACY ..........................................................................8-1

8.2

COST ESTIMATE METHODOLOGY..................................................................8-2

8.2.1

Unit Costs.............................................................................................8-2

8.2.2

Construction Cost Index .......................................................................8-2