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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 REGULATIONS1
TITLE 13 ZONING REGULATIONS1
TITLE 14 SUBDIVISION REGULATIONS1
TITLE 15 PERMIT PROCESSING
TITLE 16 ADMINISTRATIVE CODE ENFORCEMENT HEARING PROGRAM
TITLE 17 ALCOHOL BEVERAGE CONTROL AND USES1
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
3.1   COLLECTION SYSTEM
The City's collection system service area (Figure 3-1) is approximately 7.5 square miles and services 24,275 connections, of which there are 22,714 residential, and 1,561 non-residential connections.
Figure 3-1:
Existing Service Area Map
 
The collection system contains 365 miles of pipeline ranging in diameter from 8 inches to 36 inches, 7,039 manholes, and three private pump stations (Figure 3-2). Over the years the existing collection system has been constructed of various pipe materials that were typically used at the time of construction. The following table (Table 3-1) and figures (Figure 3-3 and Figure 3-4) summarize and illustrate the pipe materials and installation year of pipe within the collection system. A large-scale figure of each of these maps can found be in Appendix A.
Table 3-1:
Pipe Material and Installation Year Collection System Summary
 
Pipe Material
Installation Year
CIPP
7,182 ft
Prior to 1970
52,636 ft
Clay
207,465 ft
1970-1989
457,763 ft
Concrete
387,300 ft
1990-1999
386,473 ft
HDPE
16,360 ft
2000-2009
314,362 ft
PVC
939,176 ft
2010-Current
150,764 ft
Slip Lined
3,323 ft
 
It should be noted that the full 365 miles of pipeline is not included in the summary data above. Within the reference data that was used to calculate the lengths above, various segments of pipe were not labeled with a material or date of installation. Therefore, additional analysis should be completed by the City to determine the exact numbers to supplement the information in the table above.
Figure 3-2:
Existing Collection System Based on Pipe Size
 
Figure 3-3:
Existing Collection System Based on Pipe Material
 
Figure 3-4:
Existing Collection System Based on Installation Year
 
The collection system conveys flow from the west side of the City at the base of the Oquirrh Mountains by gravity to the eastern City boundary on the west side of the Jordan River. The pipelines in the original areas of the City are constructed primarily of vitrified clay pipe (VCP) and some concrete pipe. Pipelines in roads and subdivisions built after the late 1970s are constructed primarily of plastic pipe. The primary trunk sewer, which transports wastewater to the SVWRF at 7495 South 1300 West, is a 48-inch diameter pipeline running south to north on the west side of the Jordan River bottoms. City trunk lines with discharge meters at the primary trunk sewer are located at 7000 South, 7800 South, 8050 South, and 9000 South. Other metering locations are shown on the Service Area Map in Appendix A.

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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