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City of Morgan Hill

Sewer System Master Plan

TABLE OF CONTENTS

PAGE NO.

August 2017

v

City of Morgan Hill

Sewer System Master Plan

TABLES

Table ES.1 Sewer System Performance and Design Criteria .............................................ES-6

Table ES.2 Existing Sewer Pipe Inventory .........................................................................ES-7

Table ES.3 Historical Flows at the SCRWA Plant...............................................................ES-9

Table ES.4 Average Daily Flows at Buildout of Project Area ..............................................ES-10

Table ES.5 Capital Improvement Program .........................................................................ES-13

Table 1.1

Unit Conversions..............................................................................................1-7

Table 1.2

Abbreviations and Acronyms............................................................................1-8

Table 2.1

Existing and Future Sewer Service Area..........................................................2-4

Table 2.2

Historical and Projected Population..................................................................2-7

Table 3.1

Sewer System Performance and Design Criteria .............................................3-4

Table 3.2

Unit Flow Factors Analysis ...............................................................................3-7

Table 3.3

Average Daily Sewer Unit Flow Factors ...........................................................3-8

Table 3.4

Precipitation Depth-Duration-Frequency ..........................................................3-16

Table 3.5

Storm Events Analysis .....................................................................................3-17

Table 4.1

Existing GIS Pipeline Inventory ........................................................................4-6

Table 4.2

Existing System Lift Station Inventory ..............................................................4-10

Table 5.1

Historical Flow Data and Peaking Factors........................................................5-3

Table 5.2

Sewer Flow Distribution ...................................................................................5-5

Table 5.3

Average Daily Flows at Buildout of the Project Area ........................................5-7

Table 5.4

Design Flows ...................................................................................................5-9

Table 6.1

Modeled Sewer Pipe Inventory ........................................................................6-4

Table 6.2

Flow Monitoring Sites.......................................................................................6-7

Table 6.3

Calibration Results Summary...........................................................................6-8

Table 7.1

Schedule of Improvements ..............................................................................7-6

Table 7.2

Planned Operational Improvements .................................................................7-15

Table 8.1

Capacity Improvement Unit Costs ....................................................................8-3

Table 8.2

Capital Improvement Program .........................................................................8-6

Table 8.3

5-Year Improvement Phasing...........................................................................8-11

Table 8.4

Suggested Expenditure Budget........................................................................8-12

APPENDICES

Appendix A Sanitary Sewer Flow Monitoring and Inflow/Infiltration Study, 2014 (V&A)

Appendix B Hydraulic Model Calibration Exhibits

Appendix C Condition Assessment Exhibits