Title 14 BUILDINGS AND CONSTRUCTION
Chapter 14.20 CALIFORNIA PLUMBING CODE
14.20.010 Administration.
14.20.020 Administrative authority defined.
14.20.040 Dangerous and unsanitary construction.
14.20.100 Schedule of fees.
14.20.110 Private sewage disposal systems.
14.20.111 Section K-4 amended, Sections K-13 and K-14 added-Disposal systems.
14.20.150 Alternative and aerobic on--site wastewater treatment systems.
14.20.171 Section 312 amended--Independent systems.
14.20.193 Section K-3 amended and Tables K-4 and K-5 repealed-Minimum areas for disposal field and seepage pits.
14.20.010 Administration.
The provisions of this code shall apply to all new construction, relocated
buildings and to any alterations, repairs or reconstruction except as provided
for otherwise in this code. (Ord. 598 § 7(part), 2004).
14.20.020 Administrative authority defined.
Whenever the term “administrative authority” is used in the
California Plumbing Code as amended herein, it means the building official or
his authorized representative. (Ord. 598 § 7(part), 2004).
14.20.040 Dangerous and unsanitary construction.
A. Any portion of a plumbing system found by the administrative authority
or the department of environmental health to be unsanitary as defined herein is
declared to be a nuisance.
B. Whenever brought to the attention of the
administrative authority that any unsanitary conditions exist or that any
construction or work regulated by this code is dangerous, unsafe, unsanitary, a
nuisance or a menace to life, health or property or otherwise in violation of
this code, the administrative authority shall, upon determining such information
to be fact, order any person, firm or corporation using or maintaining any such
condition, or responsible for the use or maintenance thereof to repair, alter,
change, remove or demolish same as the administrative authority may consider
necessary for the proper protection of life, health or property and in the case
of any gas piping or gas appliance may order any person, firm or corporation
supplying gas to such piping or appliance to discontinue supplying gas thereto
until such piping or appliance is made safe to life, health or
property.
Every such order shall be in writing, addressed to the owner,
agent or person responsible for the premises in which such condition exists, and
shall specify the date or time for compliance with such order.
C. Refusal,
failure or neglect to comply with any such notice or order shall be considered a
violation of this code.
D. When any plumbing system is maintained in
violation of this code and in violation of any notice issued pursuant to the
provisions of this section or where a nuisance exists in any building or on a
lot on which a building is situated, the administrative authority shall
institute any appropriate action or proceeding in any court of competent
jurisdiction to prevent, restrain, correct or abate the violation or nuisance.
(Ord. 598 § 7(part), 2004).
14.20.100 Schedule of fees.
All plumbing permit fees shall be as set by resolution of the board of
supervisors. (Ord. 598 § 7(part), 2004).
14.20.110 Private sewage disposal systems.
A. In areas where private sewage disposal systems are allowed, aerobic,
alternative design or standard on-site wastewater treatment systems may be used
except in Yosemite Lakes Park, in which only aerobic systems may be
used.
B. Alternative on-site wastewater treatment system designs shall be
required where conditions of soil, hydrology, topography or space make
infeasible the installation of a standard on-site wastewater treatment system
or
aerobic treatment system. Alternative on-site wastewater treatment system
designs shall be prepared by a registered civil engineer, registered geologist
or registered environmental health specialist and shall be acceptable to the
environmental health department.
C. The minimum liquid capacity of septic
tanks shall conform to the following tables. (These tables supersede Table K-2
of the California Plumbing Code.)
Table K-2 (Amended)
Capacity of
Septic Tanks
|
Single Family Dwellings
|
Multiple Dwelling Units or Apartments
|
Other Uses
|
Minimum Septic Tank Capacity in:
|
|
Number of Bedrooms1
|
Units (one Bedroom each)1,2
|
Maximum Fixture Units Served per Table
7-33
|
Gallons
|
(liters)
|
|
1 to 4
|
1 to 3
|
33
|
1,500
|
(5,678)
|
|
4
|
45
|
2,000
|
(7,570)
|
|
5
|
55
|
2,250
|
(8,516)
|
|
6
|
60
|
2,500
|
(9,463)
|
|
7
|
70
|
2,750
|
(10,409)
|
|
8
|
80
|
3,000
|
(11,355)
|
|
9
|
90
|
3,250
|
(12,301)
|
|
10
|
100
|
3,500
|
(13,248)
|
1 Extra bedroom, 150 gallons (558 liters) each.
2 Extra dwelling units over 10, 250 gallons (946 liters)
each.
3 Extra fixture units over 100, 25 gallons (95 liters) per
fixture unit.
(Ord. 598 § 7(part), 2004).
14.20.111 Section K-4 amended, Sections K-13 and K-14 added-Disposal systems.
Section K-4 of the California Plumbing Code is amended and Sections K-13
and K-14 are added to the California Plumbing Code to read as follows:
K-4 Percolation Tests.
1. Percolation tests shall be performed by a registered civil engineer,
registered geologist, or registered environmental health specialist and shall be
acceptable to the Environmental Health Department and performed as set forth in
the Manual of Septic Tank Practice, U.S. Public Health Service, the current
Environmental Health Department handout regulating the design and installation
of septic systems, or as approved by the Administrative Authority.
2. A minimum of 3 percolation tests in each primary and reserve area
(total minimum of 6) shall be conducted. The percolation test holes shall be
spaced uniformly in the undisturbed soil horizons proposed for the disposal
field(s). Percolation tests shall only be conducted under saturated soil
conditions, as determined by the Administrative Authority.
K-13 -- Location of Sewage Disposal Systems.
Unless approved by the Director of Environmental Health, disposal systems
are prohibited in:
1. Any area within any easement that is dedicated for surface or
subsurface improvement.
2. Any area not owned or controlled by the system owner(s) unless approved
by the Director of Environmental Health and said area is dedicated for waste
disposal purposes.
3. Any area occupied or to be occupied by structures.
4. Any paved area.
5. Any area in which the percolation rate is greater than 60 minutes per
inch for leach field, or greater than 30 minutes per inch for seepage pits, or
less than 5 minutes per inch unless it can be shown that a sufficient depth and
type of soil is available to assure proper filtration.
6. Any area in which the soil depth below the bottom of the leach field is
less than 5 feet, or less than 10 feet below the bottom of the seepage
pit.
7. Any area in which the depth to anticipated highest level of ground
water below the bottom of the leach field is less than 5 feet, or less than 10
feet below the bottom of a seepage pit. (Greater depths are required if soils
do not provide adequate filtration. Lesser depths may be allowed with
alternative treatment if it is to “seasonal groundwater” and is
approved by the Director of Environmental Health.)
8. Any area in which the ground slope is greater than 30%.
9. Any area where continued use of on-site systems constitutes a public
health hazard, an existing or threatened condition of water pollution, or
nuisance.
K-14 Minimum Distances for Water and Wastewater Disposal Systems.
Table K-1 (Amended) replaces Table K-1 of the California Plumbing Code.
If necessary to avoid pollution of groundwater, greater distances may be
required. Lesser distances may be approved upon submission of evidence that the
installation will not cause pollution.
Location of Sewage Disposal System
|
Minimum Horizontal Distance in Clear Required
From:
|
Building Sewer
|
Septic Tank
|
Disposal Field
|
Seepage Pit
|
|
Buildings or structures1
|
5 ft (1.52 m)
|
5 ft (1.52 m)
|
8 ft (2.44 m)
|
8 ft (2.44 m)
|
|
Front property line2
|
25 ft (7.62 m)
|
25 ft (7.62 m)
|
25 ft (7.62 m)
|
25 ft (7.62 m)
|
|
Side property line2
|
25 ft (7.62 m) [10 ft (3.05 m)]
|
50 ft (15.3 m) [10 ft (3.05 m)]
|
50 ft (15.3 m) [10 ft (3.05 m)]
|
75 ft (22.9 m) [10 ft (3.05 m)]
|
|
Back property line2
|
25 ft (6.72 m) [20 ft (6.10 m)]
|
50 ft (15.3 m) [20 ft (6.10 m)]
|
50 ft (15.3 m) [20 ft (6.10 m)]
|
75 ft (22.9 m) [20 ft (6.10 m)]
|
|
Domestic well not serving a water system
|
50 ft (15.3 m)
|
100 ft (30.5 m)
|
100 ft (30.5 m)
|
150 ft (45.7 m)
|
|
Public or domestic well serving a water system
|
100 ft (30.5 m)
|
150 ft (45.7 m)
|
150 ft (45.7 m)
|
150 ft (45.7 m)
|
|
Flowing stream3
|
50 ft (15.3 m)
|
100 ft (30.5 m)
|
100 ft (30.5 m)
|
150 ft (45.7 m)
|
|
Drainage course of ephemeral stream9
|
25 ft (7.62 m)
|
50 ft (15.3 m)
|
50 ft (15.3 m)
|
50 ft (15.3 m)
|
|
Unlined pond, lake or reservoir
|
50 ft (15.3 m)
|
100 ft (30.5 m)
|
200 ft (61 m)
|
200 ft (61 m)
|
|
Storm water flood retention basin that retains water for 48 hours or
less
|
25 ft (7.62 m)
|
100 ft (30.5 m)
|
100 ft (30.5 m)
|
100 ft (30.5 m)
|
|
Large trees8
|
-
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
|
Seepage pit
|
-
|
5 ft (1.52 m)
|
4,7
|
20 ft (6.10 m)7
|
|
Disposal field
|
-
|
-
|
4,7
|
5 ft (1.52 m)7
|
|
On site domestic water service line
|
1 ft (341 mm)
|
5 ft (1.52 m)
|
5 ft (1.52 m)
|
5 ft (1.52 m)
|
|
Distribution valve
|
-
|
-
|
5 ft (1.52 m)
|
5 ft (1.52 m)
|
|
Pressure public water main
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
|
Downslope cut banks or major slope changes5
|
10 ft (3.05 m)
|
10 ft (3.05 m)
|
6
|
6
|
1 Including porches and steps, whether covered or uncovered,
breezeways, roofed porte-cocheres, roofed patios, carports, covered walks,
covered driveways and similar structures or appurtenances. Also see section
313.3, California Plumbing Code.
2 Distances apply unless otherwise allowed by administrative
authority. Distances in brackets apply to lots with a community water system.
Where any side of a lot which is on a community water system faces or abuts a
lot or parcel on individual water, setback distances shall be computed for such
facing or abutting sides as if on individual water wells.
3 Measured from the line which defines the limit of a 10-year
frequency flood.
4 Determined by rock depth of disposal field.
5 Measured from top of bank or major slope change.
6 Four times the elevation difference between the finished
grade of the disposal field and the elevation at the cut bank or major slope
change.
7 Sidewall to sidewall.
8 Distances stated are a minimum as setbacks should be
maintained from the dripline of the tree unless otherwise allowed by
administrative authority.
9 Measured from the edge of the drainage course or
stream.
(Ord. 598 § 7(part), 2004).
14.20.150 Alternative and aerobic on--site wastewater treatment systems.
A. Alternative and aerobic on-site wastewater treatment systems may be
installed for the treatment of sewage from dwelling units when permitted by the
environmental health department and the building official. The design and
sizing of such plants shall be subject to the approval of the environmental
health department and the building official, with final authority for approval
reserved to the county engineer.
B. The owner shall have in force at all
times a maintenance contract with a qualified treatment plant technician
approved by the administrative authority. A copy of the current contract shall
be on file with the administrative authority. (Ord. 598 § 7(part),
2004).
14.20.171 Section 312 amended--Independent systems.
Section 312 of the California Plumbing Code is amended to read as
follows:
The drainage system of each new building and new work installed in any
existing building shall be separate and independent of that in any other
building. Every building shall have an independent connection with a public or
private sewer.
Exception. Where one building stands in the rear of another
building on an interior lot, and no private sewer is available or can be
constructed to the rear building through an adjoining court, yard or driveway,
the building drain from the front building may be extended to the rear
building.
When more than one (1) building is placed on a lot in such a manner that
the lot cannot be divided without violation of the Zoning Ordinance of the
County of Madera, such buildings may then be served by a single building sewer.
If the property is ever divided in ownership so that one (1) building is on
property owned by one person and the other building is on property owned by
another person, no person shall cause or permit the disposal of sewage, human
excretion, or other liquid waste into the drainage system of the building
farthest from the public or private sewer until the building has been provided
with an independent connection to such a public or private sewer.
(Ord. 598
§ 7(part), 2004).
14.20.193 Section K-3 amended and Tables K-4 and K-5 repealed-Minimum areas for disposal field and seepage pits.
Section K-3 of the California Plumbing Code is amended to read as
follows:
Minimum areas for disposal fields and seepage pits shall be established by
the Director of Environmental Health based on soil types, local conditions,
and/or applicable law.
(Ord. 598 § 7(part), 2004).
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