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West Jordan Overview
West Jordan, UT Code of Ordinances
CITY CODE of WEST JORDAN, UTAH
ORDINANCES PENDING REVIEW FOR CODIFICATION
List of Land Use Regulations Titles
TITLE 1 ADMINISTRATION
TITLE 2 EXECUTIVE BRANCH COMMITTEES AND THIRD PARTY ENTITIES
TITLE 3 REVENUE, FINANCE AND TAXATION
TITLE 4 BUSINESS AND LICENSE REGULATIONS
TITLE 5 ENVIRONMENT AND HEALTH
TITLE 6 POLICE AND PUBLIC SAFETY
TITLE 7 MOTOR VEHICLES AND TRAFFIC
TITLE 8 PUBLIC WORKS, PUBLIC WAYS AND PROPERTY
TITLE 9 UTILITIES
TITLE 10 BUILDING REGULATIONS
TITLE 11 LAND DISTURBANCE
TITLE 12 SIGN REGULATIONS
TITLE 13 ZONING REGULATIONS
TITLE 14 SUBDIVISION REGULATIONS
TITLE 15 PERMIT PROCESSING
TITLE 16 ADMINISTRATIVE CODE ENFORCEMENT HEARING PROGRAM
TITLE 17 ALCOHOL BEVERAGE CONTROL AND USES
West Jordan General Plan
CITY OF WEST JORDAN GENERAL PLAN
Chapter One INTRODUCTION
Chapter Two POPULATION & DEMOGRAPHICS
Chapter Three GROWTH MANAGEMENT
Chapter Four URBAN DESIGN
Chapter Five LAND USE
Chapter Six TRANSPORTATION
Chapter Seven HOUSING
Chapter Eight MODERATE INCOME HOUSING PLAN
Chapter Nine ENVIRONMENT
Chapter Ten WATER USE & PRESERVATION
Chapter Eleven PARKS, RECREATION, TRAILS AND OPEN SPACE
Chapter Twelve ECONOMIC DEVELOPMENT
Chapter Thirteen HISTORIC PRESERVATION
GENERAL PLAN GUIDING PRINCIPLES
West Jordan Midvale 3 Stations Plan
WEST JORDAN & MIDVALE 3 STATIONS AREA PLAN
INTRODUCTION
EXISTING CONDITIONS & SITE ANALYSIS
PROCESS AND COMMUNITY ENGAGEMENT
RECOMMENDATIONS
IMPLEMENTATION
APPENDIX A
APPENDIX B
APPENDIX C
APPENDIX D
West Jordan Parks and Recreation Master Plan
WEST JORDAN PARKS, RECREATION, TRAILS & OPEN SPACE MASTER PLAN
ACKNOWLEDEGMENTS
1 INTRODUCTION
2 PARKS
3 RECREATION, COMMUNITY ARTS & EVENTS
4 TRAILS
5 OPEN SPACE
6 PRIORITIES, ACQUISITION & CONSTRUCTION COSTS
7 GOALS & POLICIES
West Jordan Sanitary Sewer Master Plan
2019 Sanitary Sewer Master Plan Update
EXECUTIVE SUMMARY
LIST OF TABLES
LIST OF FIGURES
1 INTRODUCTION AND BACKGROUND
2 LAND USE PLANNING AND POPULATION
3 COLLECTION SYSTEM FACILITIES
4 FLOW MONITORING (REFER TO APPENDIX E)
5 COLLECTION SYSTEM MODELING
6 SANITARY SEWER CAPACITY ANALYSIS
7 RECOMMENDED CAPITAL IMPROVEMENT PROGRAM
APPENDIX A Large Scale Figures
APPENDIX B Model Adjustments, Permanent Flow Meter Data and Model Calibration Graphs
APPENDIX C 2012 Flow Monitoring Results (Chapter 4 from 2012 Master Plan)
APPENDIX D Additional Modeling Scenarios and Growth Analysis
APPENDIX E Capital Improvement Plan Projects and Costs
West Jordan Storm Drainage Master Plan
WEST JORDAN, UTAH STORM DRAINAGE MASTER PLAN
ACKNOWLEDGMENTS
ABBREVIATIONS AND UNITS
CHAPTER 1 - INTRODUCTION
CHAPTER 2 - EXISTING STORM DRAINAGE SYSTEM
CHAPTER 3 - METHODOLOGY
CHAPTER 4 - STORM DRAINAGE ANALYSIS
CHAPTER 5 - CAPITAL IMPROVEMENT PLAN
CHAPTER 6 - BARNEY'S CREEK CONSIDERATIONS
REFERENCES
APPENDIX A - 100-Year Conveyance Model Summary
APPENDIX B - Cost Data
APPENDIX C - Impact Fee Calculations
APPENDIX D - 2022 Stormwater Master Plan Project Rankings
APPENDIX E - Southwest Canal and Creek Study
APPENDIX F - Digital Data
West Jordan Active Transportation Plan
WEST JORDAN, UT Active Transportation Plan
Executive Summary
Where We Are
What We Heard
Where We're Going
Planned Projects
How We Get There
West Jordan Transportation Master Plan
WEST JORDAN, UTAH TRANSPORTATION MASTER PLAN
I. INTRODUCTION
II. TRANSPORTATION NETWORK ANALYSIS
III. ALTERNATIVE TRANSPORTATION MODES
IV. CITY TRANSPORTATION MANAGEMENT
V. CAPITAL FACILITIES PLAN
VI. CONCLUSION
VII. APPENDIX
West Jordan Water Master Plan
WATER MASTER PLAN
ABBREVIATIONS AND ACRONYMS
LIST OF TABLES
LIST OF FIGURES
EXECUTIVE SUMMARY
CHAPTER 1 INTRODUCTION
CHAPTER 2 DEMAND PROJECTIONS
CHAPTER 3 WATER SUPPLY PROJECTIONS
CHAPTER 4 WATER SUPPLY RISK AND PLANNING
CHAPTER 5 EXISTING WATER FACILITIES
CHAPTER 6 STORAGE EVALUATION
CHAPTER 7 DISTRIBUTION SYSTEM EVALUATION
CHAPTER 8 DISTRIBUTION SYSTEM IMPROVEMENTS
CHAPTER 9 REHABILITATION AND REPLACEMENT
CHAPTER 10 CAPITAL IMPROVEMENT PLAN
Appendix A CIP Project Allocation
Appendix B Conservation Plan
Appendix C Drinking Water Source Protection
Appendix D JVWCD Contract
Appendix E Operation and Maintenance Plan
Appendix F Water Rights
Appendix G Well Production Data
Appendix H DDW System-Specific Minimum Sizing Standards
Appendix I City Fire Requirements
Appendix J Engineering Standards Review
8.1.1   EXISTING DEFICIENCY IMPROVEMENTS
The previous chapter described deficiencies in the system based on existing conditions. Improvements that address those deficiencies are described in Table 8-1. Included in the table are project numbers from the 2016 Master Plan to allow for easy comparison between plans.
Table 8-1
Existing Deficiency Improvements
ID
Previous ID
Problem
Proposed Solution
ID
Previous ID
Problem
Proposed Solution
DP-1
D-11
Increase transmission capacity from pump station and complete pipeline in north side of 7800 South
Install 1,590 feet of 8-inch pipeline in 7800 South between 5360 West and 5100 West, 355 feet of 12-inch pipe between 5100 West and 5060 West, 1,175 feet of 16-inch pipe between 5060 West and 4880 West, and 480 feet of 12-inch pipe between 4880 West and 4800 West, and 70 feet of 16-inch pipe across 7800 South at 5060 West
DP-2
D-12
High water user does not have service redundancy
Install 1,530 feet of 10-inch pipe in the business access road beginning at about 4980 West Old Bingham Highway and from that point north to about 9295 South then west to Winter Berry Drive, then north in Winter Berry Drive to connect to the existing 12-inch pipeline in Wild Acres Drive.
DP-3
D-18
Zone 2a Transmission
Install 7,900 feet of 12-inch pipeline in 2700 West between 6600 South and 7800 South
DP-4
D-19
Low pressures in Zone 3
Pressure Zone 3 & 4 boundary relocation including the installation of 4,605 feet of 8-inch pipe beginning at 4900 West 9000 South and proceeding north to 8900 South 4910 West and in McGinnis Lane between 4910 West and New Bingham Highway.
DP-6
D-24
Separate Pressure Zones 3 and 4
Install 1,900 feet of 10-inch pipe in Swift Water Way between Grizzly Way and 7800 South
DP-7
D-27
The City prefers to have transmission pipelines on both sides of 5 lane roads
Install 7,900 feet 12-inch pipe in 7000 South between 2700 West and 1300 West
PZ-1
D-17
Low pressures in Zone 1
Pressure Zone 1 west of 2700 West should be segregated to form a new Zone 2a and 2b pressure zones. Service line PRVs need to be checked prior to change over as pressures will increase significantly.
PZ-2
D-20
Low pressures in Zone 5
Move phase 3 of the Maples at Jordan Hills Subdivision to Zone 6
PRV-1
D-22
New PRV needed in 9000 South
Install a new 12-inch PRV at about 6730 West 9000 South
 

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