The purpose of this article is as follows:
A. 
To protect the public potable water supply of the City of Dixon from the possibility of contamination or pollution by isolating, within each customer's internal distribution system or private water system, such contaminants or pollutants which could backflow into the public water systems; and
B. 
To promote the elimination or control of existing cross-connections, actual or potential, between in-plant potable water systems and nonpotable water systems, plumbing fixtures and industrial piping systems; and
C. 
To provide for the maintenance of a continuing program of protection of drinking water, or cross-connection control program, that will systematically and effectively prevent the contamination or pollution of all potable water systems.
(Ord. 14-008 § 1)
The City shall be responsible for the protection of the City's potable water distribution system from contamination or pollution due to the backflow of contaminants or pollutants through the water service connection. If, in the judgment of said City or its designated agent, an approved backflow prevention assembly is required at the water service connection to any customer's premises, for the safety of the water system, the City or its designated agent shall give notice in writing to said customer to install such an approved backflow prevention assembly at a specific location on its premises. The customer shall immediately install such approved assembly at the customer's own expense. The failure, refusal or inability on the part of the customer to install, have tested and maintain said assembly shall constitute a ground for discontinuing water service to the premises until such requirements have been satisfactorily met.
(Ord. 14-008 § 1)
"Approved"
means accepted by the City as meeting an applicable specification stated or cited in this chapter, other applicable State law or regulation, or as suitable for the proposed use.
Auxiliary Water Supply.
Any water supply on or available to the customer's premises other than the City's approved public water supply will be considered as an "auxiliary water supply." These auxiliary waters may include water from another City's public potable water supply or any natural source such as a well, spring, river, stream, harbor, etc., or "used waters" or "industrial fluids." These waters may be contaminated or polluted or they may be objectionable and constitute an unacceptable water source over which the City does not have sanitary control.
"Backflow"
means the reversal of the normal flow of water caused by either backpressure or backsiphonage.
"Backflow preventer"
means an assembly or means designed to prevent backflow. Acceptable backflow preventers include:
1. 
Air-Gap (AG). The unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet supplying water to a tank, plumbing fixture, or other device and the flood level rim of said vessel. An approved air-gap shall be at least double the diameter of the supply pipe, measured vertically, above the overflow rim of the vessel; and in no case less than one (1) inch.
2. 
Reduced Pressure Principle (RPP) Assembly. An assembly of two (2) independently acting approved check valves together with a hydraulically operating, mechanically independent differential pressure relief valve located between the check valves and at the same time below the first check valve. The unit shall include properly located test cocks and tightly closing shut-off valves at each end of the assembly. The entire assembly shall meet the design and performance specifications as determined by a laboratory and a field evaluation program resulting in an approval by a recognized and City approved testing agency for backflow prevention assemblies. The assembly shall operate to maintain the pressure in the zone between the two (2) check valves at an acceptable level less than the pressure on the public water supply side of the assembly. At cessation of a normal flow the pressure between the two (2) check valves shall be less than the pressure on the public water supply side of the device. In case of leakage of either of the check valves the differential relief valve shall operate to maintain the reduced pressure in the zone between the check valves by discharging to the atmosphere. When the inlet pressure is two (2) pounds per square inch or less, the relief valve shall open to the atmosphere. To be approved these assemblies must be readily accessible for in-line testing and maintenance and be installed in location where no part of the assembly will be submerged.
3. 
Double Check Valve Assembly (DC). An assembly of two (2) independently operating approved check valves with tightly closing shut-off valves on each end of the check valves, plus properly located test cocks for the testing of each check valve. The entire assembly shall meet the design and performance specifications as determined by a laboratory and field evaluation program resulting in an approval by recognized and City approved testing agency for backflow prevention assemblies. To be approved these assemblies must be readily accessible for in-line testing and maintenance.
4. 
Double Check-Detector Check (DCDC). A complete integral unit consisting of a main-line double check valve assembly, and a low flow by-pass line double check valve assembly complete with a low flow registration meter. The main-line and the by-pass line double check valve assembly shall each consist of two (2) independently operating approved check valves with tightly closing, rising stem, shut-off valves on each side of the check valves, plus properly located test cocks for the testing of each check valve. The entire unit shall meet the design and performance specifications and approval of a recognized and City approved testing agency for backflow prevention devices. To be approved these devices must be readily accessible for in-line maintenance and testing.
5. 
Reduced Pressure Detector Check (RPDC). A complete integral unit consisting of a main-line reduced pressure check valve assembly, and a low flow by-pass line reduced pressure check valve assembly, and a low flow registration meter. The main-line and the by-pass line reduced pressure valve assembly shall each consist of two (2) independently acting approved check valves together with a hydraulically operating, mechanically independent differential pressure relief valve located between the check valves and at the same time below the first check valve. The unit shall include properly located test cocks and tightly closing shut-off valves at each end of the assembly. The entire assembly shall meet the design and performance specifications as determined by a laboratory and a field evaluation program resulting in an approval by a recognized and City approved testing agency for backflow prevention assemblies. The assembly shall operate to maintain the pressure in the zone between the two (2) check valves at an acceptable level less than the pressure on the public water supply side of the assembly. At cessation of a normal flow the pressure between the two (2) check valves shall be less than the pressure on the public water supply side of the device. In case of leakage of either of the check valves the differential relief valve shall operate to maintain the reduced pressure in the zone between the check valves by discharging to the atmosphere. When the inlet pressure is two (2) pounds per square inch or less, the relief valve shall open to the atmosphere. To be approved these assemblies must be readily accessible for in-line testing and maintenance and be installed in a location where no part of the assembly will be submerged.
6. 
Residential Fire Sprinkler System Check Valve (RFSSCV). A check valve installed in the supply line to a fire sprinkler system installed in a one (1) or two (2) family dwelling, located downstream of the service connection and normally integrated into the sprinkler system located within the dwelling.
"Backpressure"
means the flow of water or other liquids, mixtures or substances under pressure into the distribution pipes of a potable water supply system from any source or sources other than the intended source.
"Backsiphonage"
means the flow of water or other liquids, mixtures or substances into the distribution pipes of a potable water supply from any source other than its intended source caused by the reduction of pressure in the potable water supply system.
City or Its Designated Agent.
The City or its designated agent in charge of the cross-connection program is invested with the authority and responsibility for the implementation of an effective cross-connection control program and for the enforcement of the provisions of this article.
"Contamination"
means an impairment of the quality of potable water by sewage, industrial fluids, waste liquids, compounds or any other materials to a degree which creates an actual or potential hazard to the public health.
"Cross-connection"
means any physical connection or arrangement of piping or fixtures between two (2) otherwise separate piping systems, one (1) of which contains potable water and the other nonpotable or industrial fluids of questionable safety, through which, or because of which, backflow may occur into the potable water system. This would include any temporary connections, such as swing connections, removable sections, four (4) way plug valves, spools, dummy sections of pipe, swivel or change-over devices or sliding multiport tubes.
"Cross-connection control by containment"
means the installation of an approved backflow prevention assembly at the water service connection to any customer's premises where it is physically and economically infeasible to find and permanently eliminate or control all actual or potential cross-connections within the customer's water system.
"Cross-connections – controlled"
means a connection between a potable water system and a nonpotable water system with an approved backflow prevention assembly properly installed and maintained so that it will continuously afford the protection commensurate with the degree of hazard.
"Hazard, degree of"
means the term is derived from an evaluation of the potential risk to public health and the adverse effect of the hazard upon the potable water system.
1. 
Hazard – Health. Any condition, device, or practice in the water supply system and its operation which could create, or, in the judgment of the City or its designated agent, may create a danger to the health and well-being of the water consumer.
2. 
Hazard – Plumbing. A plumbing type cross-connection in a consumer's potable water system that has not been properly protected by an approved air-gap or approved backflow prevention assembly.
3. 
Hazard – Pollutional. An actual or potential threat to the physical properties or to the potability of the public or the consumer's potable water system but which would constitute a nuisance or be aesthetically objectionable or could cause damage to the system or its appurtenances, but would not be dangerous to health.
4. 
Hazard – System. An actual or potential threat of severe damage to the physical properties of the public potable water system or the consumer's potable water system, or of a pollution or contamination which would have a protracted effect on the quality of the potable water in the system.
"Industrial fluids system"
means any system containing a fluid or solution which may be chemically, biologically or otherwise contaminated or polluted in a form or concentration such as would constitute a health, system, pollution or plumbing hazard if introduced into an approved water supply. This may include, but not be limited to: polluted or contaminated waters; all types of process waters and "used waters" originating from the public potable water system which may have deteriorated in sanitary quality; chemicals in fluid form; plating acids and alkalis; circulating cooling waters connected to an open cooling tower or cooling towers that are chemically or biologically treated or stabilized with toxic substances; contaminated natural waters such as from wells, springs, streams, rivers, bays, harbors, seas, irrigation canals or systems, etc.; oils, gases, glycerin, paraffins, caustic and acid solutions and other liquid and gaseous fluids used in industrial or other purposes or for fire-fighting purposes.
"Pollution"
means the presence of any foreign substance (organic, inorganic, or biological) in water which tends to degrade its quality so as to constitute a hazard or impair the usefulness or quality of the water to a degree which does not create an actual hazard to the public health but which does adversely and unreasonably affect such waters for domestic use.
"Service connection"
generally means the pipe, valves and other facilities by which water is conveyed from the water main to the premises, and includes the tap, corporation stop or shut-off valve and may include meter or service box depending on the type of service.
"Water – nonpotable"
means any water which is not safe for human consumption or which is of questionable potability.
"Water – potable"
means any water which, according to recognized standards, is safe for human consumption.
"Water – used"
means any water supplied by a City from a public potable water system to a consumer's water system after it has passed through the service connection and is no longer under the sanitary control of the City.
(Ord. 14-008 § 1)
A. 
Water System.
1. 
The water system shall be considered as made up of two (2) parts: The public City system and the private customer system.
2. 
The City system shall consist of the City's source facilities and the City's distribution system, and shall include all those facilities of the water system under the complete control of the City, from the source of supply up to the point where the customer's system begins. The source shall include all components of the facilities utilized in the production, treatment, storage, and delivery of water to the distribution system.
3. 
The distribution system shall include the network of conduits used for the delivery of water from the source to the customer's system.
4. 
The customer's system shall include those parts of the facilities beyond the termination of the City's distribution system which are utilized in conveying City-delivered domestic water to points of use.
B. 
Policy.
1. 
No water service connection to any premises shall be installed or maintained by the City unless the water supply is protected as required by State laws and regulations and these requirements. Service of water to any premises shall be discontinued by the City if a backflow prevention assembly is not installed, tested and maintained, or if it is found that a backflow prevention assembly has been removed, bypassed, or if an unprotected cross-connection exists on the premises. Service will not be restored until such conditions or defects are corrected.
2. 
The customer's system should be open for inspection at all reasonable times to authorized representatives of the City to determine whether cross-connections or other structural or sanitary hazards, including violations of these regulations, exist. When such a condition becomes known, the City or its designated agent shall deny or immediately discontinue service to the premises by providing for a physical break in the service line until the customer has corrected the condition in conformance with the State statutes relating to plumbing and water supplies and the regulations adopted pursuant thereto. The City shall provide a written notice to the customer of the discontinuance of service containing the reason for discontinuance and the actions required by the customer to restore the service.
3. 
An approved backflow prevention assembly shall also be installed on each service line to a customer's water system at or near the property line or, if approved by the City, immediately inside the building being served; but, in all cases, before the first branch line leading off the service line wherever the following conditions exist:
a. 
In the case of premises having an auxiliary water supply which is not or may not be of safe bacteriological or chemical quality and which is not acceptable as an additional source of potable water by the State health agency having jurisdiction, the public water system shall be protected against backflow from the premises by installing an approved backflow prevention assembly in the service line appropriate to the degree of hazard.
b. 
In the case of premises on which any industrial fluids or other objectionable substance is handled in such a fashion as to create an actual or potential hazard to the public water system, the public system shall be protected against backflow from the premises by installing an approved backflow prevention assembly in the service line appropriate to the degree of hazard. This shall include the handling of process waters and waters originating from the City system which have been subject to deterioration in quality.
c. 
In the case of premises having (i) internal cross-connection that cannot be permanently corrected or controlled, or (ii) intricate plumbing and piping arrangements or where entry to all portions of the premises is not readily accessible for inspection purposes, making it impracticable or impossible to ascertain whether or not dangerous cross-connections exist, the public water system shall be protected against backflow from the premises by installing an approved backflow prevention assembly in the service line.
4. 
The type of protective assembly required under subsections (B)(3)(a), (b), and (c) of this section shall depend upon the degree of hazard which exists as follows:
a. 
In the case of any premises where there is an auxiliary water supply as stated in subsection (B)(3)(a) of this section and it is not subject to any of the following rules, the public water system shall be protected by an approved air-gap separation or an approved reduced pressure principle backflow prevention assembly.
b. 
In the case of any premises where there is water or substance that would be objectionable but not hazardous to health if introduced into the public water system, the public water system shall be protected by an approved reduced pressure principle backflow prevention assembly.
c. 
In the case of any premises where there is any material dangerous to health which is handled in such a fashion as to create an actual or potential hazard to the public water system, the public water system shall be protected by an approved air-gap separation or an approved reduced pressure principle backflow prevention assembly. Examples of premises where these conditions will exist include sewage treatment plants, sewage pumping stations, chemical manufacturing plants, hospitals, mortuaries and plating plants.
d. 
In the case of any premises where there are "uncontrolled" cross-connections, either actual or potential, the public water system shall be protected by an approved air-gap separation or an approved reduced pressure principle backflow prevention assembly at the service connection.
e. 
In the case of any premises where, because of security requirements or other prohibitions or restrictions, it is impossible or impractical to make a complete in-plant cross-connection survey, the public water system shall be protected against backflow from the premises by either an approved air-gap separation or an approved reduced pressure principle backflow prevention assembly on each service to the premises.
f. 
The following is a list of recommended minimum types of backflow protection devices required to protect the approved water supply at the user's connection. Each situation, whether covered on the list or not, shall be evaluated on a case by case basis and the appropriate backflow protection device shall be determined by the City or its designated agent.
Case
Description
Devices
1
Air Conditioning Plants (Commercial AC Equip)
RPP
2
Animal Clinics, Animal Grooming Shops and Boarding
RPP
3
Apartment or Office Complex with Pond, Lake or Fountain
RPP
4
Apartments with Laundromats/Laundry Rooms
RPP
5
Auto or Manual Irrigation Systems (Separate from Domestic)
RPP
6
Auto Repair with Steam Cleaner, Acid Cleaning or Solvent Equip
RPP
7
Auxiliary Water System not Interconnected
RPP
8
Auxiliary Water System or Sources Interconnected (Well, Canal)
RPP
9
Bakeries
RPP
10
Barber Shops, Beauty Shops or Salons
RPP
11
Bars or Cocktail Lounges
RPP
12
Bottling Plants – Beverage or Chemical
RPP
13
Buildings 3 Stories or Higher
RPP
14
Buildings with Booster Pumps, Boilers, and Cooling Towers
RPP
15
Buildings with Sewage Ejectors
AG
16
Buildings where Specific Activity Cannot Be Ascertained
RPP
17
Canneries, Packing Houses or Reduction Plants
RPP
18
Car Washes
RPP
19
Chemical Processing or Storage Facilities
RPP
20
Chemically Treated (Nonpotable) Water Systems
RPP
21
Chemically Treated (Potable) Water Systems
RPP
22
Churches with Baptismal Pools
RPP
23
Civil Works Exempt from City Inspection
RPP
24
Cleaning and Dye Plants
RPP
25
Cold Storage and Ice Manufacturing Plants
RPP
26
Commercial Meat Cutting, Packaging and Cold Storage Lockers
RPP
27
Concrete Plant
RPP
28
Convalescent Homes and Clinics
RPP
29
Convenience Markets
RPP
30
Dairies
RPP
31
Dental Offices
RPP
32
Dialysis Clinics, Experimental Labs
RPP
33
Fabricating Plants (Plastics and Fiberglass)
RPP
34
Fire Protection Systems Class 1 and 2
DCDC
34.a
Residential full-flow through fire sprinkler system
RFSSCV
34.b
Residential partial-flow through fire sprinkler system
RFSSCV
35
Fire Protection Systems Class 3
RPDC
36
Fire Protection Systems Class 4
RPDC
37
Fire Protection Systems Class 5
RPDC
38
Fire Protection Systems Class 6
RPDC
39
Food Processing facilities Using Nontoxic Materials
RPP
40
Food Processing Facilities Using Toxic Materials
RPP
41
Frozen Food Processing Plant
RPP
42
Garden Centers and Nurseries
RPP
43
Gas Service Stations
RPP
44
Health Spas
RPP
45
Hospitals
RPP
46
Laboratories
RPP
47
Landscaping with Elevated Areas or with Drip Irrigation
RPP
48
Laundries – Commercial
RPP
49
Laundromats
RPP
50
Machine Shops
RPP
51
Manufacturing, Processing and Fabrication Facilities – Nontoxic
RPP
52
Manufacturing, Processing and Fabrication Facilities – Toxic
RPP
53
Medical Offices
RPP
54
Metal Stripping Facilities
RPP
55
Mobile Home Parks
RPP
56
Mobile Services (Pest Control, Drain Cleaning, Steam and Rug Clean)
RPP
57
Mortuaries and Morgues
RPP
58
Offices or Shopping Centers with Uncommitted Lease Spaces
RPP
59
Oil and Gas Bulk or Production Facilities
RPP
60
Painting Shops Using Water in any Process
RPP
61
Paper Processing and Production Facilities
RPP
62
Pest Control Business
RPP
63
Photography Studios with Processing Equipment
RPP
64
Plating Works
RPP
65
Portable Insecticide and Herbicide Spray Tank (from Hydrants)
RPP AG
66
Radiator Shops – Repair or Backflushing
RPP
67
Reduction and Rendering Meat Processing Plants
RPP
68
Rest Homes, Ground Floor Only
RPP
69
Rest Homes, Multi-Story
RPP
70
Restaurants and Buildings with Commercial Kitchens (100× Water, Dishwasher)
RPP
71
Schools w/Kitchens, Chemistry Labs, Boilers and Irrigation Systems
RPP
72
Sewage and Storm Water Pumping Facilities
RPP AG
73
Swimming Pools
RPP
74
Tank Trucks Filling from Fire Hydrants
AG
75
Temporary Construction Water
AG
g. 
All types of commercial buildings are required to maintain an approved reduced pressure principle backflow prevention device on each service line. In the event a degree of hazard requires the highest degree of protection, an approved air-gap separation is required on each service line.
h. 
Application to install backflow prevention assemblies. Prior to the installation of any backflow prevention assembly between the public water system and the owner's facility, the owner or contractor shall make application and receive approval from the City Engineer or his/her designated agent. Application forms are available from the City of Dixon Building Department.
i. 
All backflow prevention assemblies shall be tested immediately after they are installed, relocated or repaired and placed in service.
j. 
Residential fire sprinkler system check valves (RFSSCVs) shall be inspected by the City prior to starting water service to confirm their installation and conformance to Underwriters Laboratories (UL) requirements.
5. 
Any backflow prevention assembly required herein shall be a model and size approved by the California Department of Public Health Services, Office of Drinking Water or its designated agent. The term "approved backflow prevention assembly" shall mean an assembly that has been manufactured in full conformance with the standards established by the American Water Works Association entitled AWWA C506-84 Standards for Reduced Pressure Principle and Double Check Valve Backflow Prevention Devices; and has met completely the laboratory and field performance specifications of the Foundation for Cross-Connection Control and Hydraulic Research (FCC & HR) of the University of Southern California established by Specifications of Backflow Prevention Assemblies Section 10 of the most current issue of the Manual of Cross-Connection Control.
Said AWWA and FCCC & HR standards and specifications have been adopted by the California Department of Health Services, Office of Drinking Water. Final approval shall be evidenced by a "certificate of approval" issued by an approved testing laboratory certifying full compliance with the said AWWA standards and FCCC & HR specifications.
The following testing laboratory has been qualified by the California Department of Public Health Services, Office of Drinking Water to test and certify backflow preventers: Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California, University Park, Los Angeles, CA 90089-0231.
Testing laboratories other than the laboratory listed above may be added to an approved list as they are qualified by the California Department of Public Health Services, Office of Drinking Water.
Backflow preventers which may be subjected to backpressure or backsiphonage that have been fully tested and have been granted a Certificate of Approval by said qualified laboratory and are listed on the laboratory's current list of "Approved Backflow Prevention Assemblies" may be used.
6. 
The City or its agents, employees or independent contractors shall endeavor to provide for inspection and operational tests of the backflow prevention assemblies on a routine basis. Water users are required to provide notice to the City in any circumstances where assemblies may have been damaged, rendered inoperative, or in any other regard may not be functioning as designed or installed.
7. 
All presently installed backflow prevention assemblies which do not meet the requirements of this section but were approved devices for the purposes described herein at the time of installation and which have been properly maintained shall, except for the inspection and maintenance requirements under subsection (B)(6) of this section, be excluded from the requirements of these rules so long as the City or its designated agent is assured that they will satisfactorily protect the water system. Existing assemblies that are determined not to be satisfactory shall be replaced by an approved backflow prevention assembly meeting the requirements of this section at the expense of the customer/user.
(Ord. 14-008 § 1)
The customer/user shall pay to the City all fees specified by resolution of the City Council of Dixon for the testing and perpetual repairs of all backflow prevention devices made under the terms of this chapter. The inspecting official shall have the discretion to waive or reduce fees in the event that unusual circumstances, not the fault of the user or owner, necessitate repeated inspection.
(Ord. 14-008 § 1)
A. 
The purpose of this section is to protect the public water system at the service connection against any actual or potential cross-connection between the public water system and any source or system containing any substance that is not, or cannot be, approved as safe, wholesome, and potable for human consumption. The City Council shall from time to time by resolution adopt cross-connection control and prevention of backflow standards that establish the City's requirements for design, construction, installation, and maintenance of backflow prevention assemblies.
B. 
Any person receiving or using water from the City's water distribution system shall comply with the City's established cross-connection control and prevention of backflow standards, applicable laws, and regulations. Upon determination by the City of a violation by a water customer of the cross-connection and prevention of backflow standards, or any other applicable laws or regulations, said violation shall constitute an infraction, and may include, but is not limited to, the termination of water service, as set forth in DMC § 14.02.1000 et seq., and administrative penalties as set forth in DMC § 1.07.010 et seq.
(Ord. 21-003 § 1)