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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
WATER STORAGE
Water production sources are typically sized for a peak day scenario, but as flow varies throughout the day, demands can be significantly higher. Storage becomes an integral part of delivering water to meet fluctuating demands throughout the day. Storage is also needed for firefighting needs as well as various other operational scenarios. As noted above, the State's minimum sizing requirements set an equalization storage value of 650 gallons per ERC. Each pressure zone also has a specific fire storage and operational storage amount. Table ES-6 shows the calculated storage requirements based on existing ERCs. Table ES-7 shows the same information for existing ERCs plus all previously approved development. Table ES-8 shows the same analysis for projected development at buildout.
Table ES-6
Storage Requirements - Existing
Pressure Zone
Existing ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergency Storage (MG)
Total Storage (MG)
Surplus / (Deficit)
Pressure Zone
Existing ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergency Storage (MG)
Total Storage (MG)
Surplus / (Deficit)
1
11,807
10.5
7.7
1.2
4.7
13.6
(3.1)
2
5,878
10
3.8
1.2
4.8
9.8
0.2
3
8,111
9
5.3
1.0
0.0
6.3
2.7
3A
410
0
0.3
0.0
0.0
0.3
(0.3)
3B
1,316
0
0.9
0.0
0.0
0.9
(0.9)
4
6,311
11
4.1
1.2
1.6
6.9
4.1
5
6,288
0
4.1
1.2
0.0
5.3
(5.3)
6
1,858
6
1.2
1.2
1.0
3.4
2.6
Total
41,979
46.5
27.3
7.0
12.1
46.4
0.1
 
Table ES-7
Storage Requirements - Existing & Previously Approved Development
Pressure Zone
Existing & Approved, Not Constructed ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergeny Storage (MG)
Total Storage (MG)
Surplus / (Deficit)
Pressure Zone
Existing & Approved, Not Constructed ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergeny Storage (MG)
Total Storage (MG)
Surplus / (Deficit)
1
12,329
10.5
8.0
1.2
4.7
13.9
(3.4)
2
5,950
10
3.9
1.2
4.8
9.9
0.1
3
8,609
9
5.6
1.0
0.0
6.6
2.4
3A
435
0
0.3
0.0
0.0
0.3
(0.3)
3B
1,396
0
0.9
0.0
0.0
0.9
(0.9)
4
7,618
11
5.0
1.2
4.8
11.0
0.0
5
8,463
0
5.5
1.2
0.0
6.7
(6.7)
6
3,815
6
2.5
1.2
1.0
4.7
1.3
7
0
0
0.0
0.8
0.0
0.8
(0.8)
Total
48,615
46.5
31.6
7.8
15.3
51.5
(8.2)
 
Table ES-8
Storage Requirements - All Projected Development at Buildout
Pressure Zone
Buildout ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergency Storage (MG)
Total Storage (MG)
Surplus / (Deficit) 1
Pressure Zone
Buildout ERCs
Current Storage (MG)
Equalization Storage (MG)
Fire Storage (MG)
Emergency Storage (MG)
Total Storage (MG)
Surplus / (Deficit) 1
1
12,800
10.5
8.3
1.2
4.7
14.2
(3.7)
2
6,106
10
4.0
1.2
4.8
10.0
0.0
3
8,631
9
5.6
1.0
0.0
6.6
2.4
3A
414
0
0.3
0.0
0.0
0.3
(0.3)
3B
2,102
0
1.4
0.0
0.0
1.4
(1.4)
4
15,178
11
9.9
1.2
4.8
15.9
(4.9)
5
11,621
0
7.6
1.2
0.0
8.8
(8.8)
6
6,869
6
4.5
1.2
1.0
6.7
(0.7)
7
2,532
0
1.6
0.8
0.0
2.4
(2.4)
Total
66,253
46.5
43.1
7.8
15.3
66.2
(19.7)
 
As can be seen in the tables, the City has just barely enough storage to meet existing conditions. This moves to a deficiency of 5.0 million gallons 2 overall when approved development is considered (with individual deficiencies in multiple zones). By buildout, this deficiency increases to nearly 20 million gallons. The City is currently in the process of designing and constructing additional storage to address the needs of approved development and Table ES-9 lists the tanks planned to be constructed by buildout.
Table ES-9
Additional Storage Needed at Buildout
Pressure Zone
Tank Site
Additional Storage at Buildout (MG)
Pressure Zone
Tank Site
Additional Storage at Buildout (MG)
Zone 1
Cemetery 2
3
Zone 3
Zone 3 North
3
Zone 4
U-111 2
4
Zone 5
Zone 5 North
4
Zone 5
Zone 5 South
4
Zone 6
Bingham Junction 2
3
Zone 7
Zone 7 North
2
Zone 7
Zone 7 South
2
 
2 It should be emphasized that this table is for existing and previously approved development. For existing development only, the City has adequate storage to meet the State sizing requirement. It is only when the previous approved development is added that the deficiency exists.

Disclaimer: This Code of Ordinances and/or any other documents that appear on this site may not reflect the most current legislation adopted by the Municipality. American Legal Publishing provides these documents for informational purposes only. These documents should not be relied upon as the definitive authority for local legislation. Additionally, the formatting and pagination of the posted documents varies from the formatting and pagination of the official copy. The official printed copy of a Code of Ordinances should be consulted prior to any action being taken. For further information regarding the official version of any of this Code of Ordinances or other documents posted on this site, please contact the Municipality directly or contact American Legal Publishing toll-free at 800-445-5588.

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