The purpose of this Chapter is to establish effective water
efficient landscape requirements for newly installed and rehabilitated
landscapes.
It is also the intent of this Chapter to implement the requirements
of the
California Code of Regulations Title 23, Waters Division 2,
Department of Water Resources Chapter 2.7, Model Water Efficient Landscape
Ordinance, and State of California Water Conservation in Landscaping
Act. Authority cited: Section 65593,
Government Code, Reference: Sections
65591, 65593 and 65596
Government Code.
It is further the intent of the City Council to promote water
conservation through climate-appropriate plant material and efficient
irrigation systems, and to create a water efficient City landscape
theme through enhancing and improving the physical and natural environment.
(Ord. 636 § 2, 2010; Ord. 695 § 2, 2016)
The words used in this Section have the meanings set forth below:
"Anti-drain valve" or "check valve"
means a valve located under/in a sprinkler head to hold water
in the system to eliminate drainage from the lower elevation sprinkler
heads.
"Application rate"
means the depth of water applied to a given area, usually
measured in inches per hour. Also known as precipitation rate (sprinklers)
or emission rate (drippers/microsprayers) in gallons per hour.
"Applied water"
means the portion of water supplied by the irrigation system
to the landscape.
"Automatic controller"
means an electronic or solid-state timer capable of operating
valve stations to set the days, time and length of time of a water
application.
"Backflow prevention device"
means a safety device used to prevent pollution or contamination
of the water supply due to the reverse flow of water from the irrigation
system.
"Billing units"
means units of water (100 cubic feet = 1 billing unit = 748
gallons = 1 CCF) for billing purposes. To convert gallons per year
to 100 cubic feet per year, divide gallons per year by 748. (748 gallons
= 100 cubic feet).
"Conversion factor (0.62)"
means a number that converts the maximum applied water allowance
from acre-inches per acre to gallons per square foot. The conversion
factor is calculated as follows:
(325,851 gallons/43,560 square feet)/12 inches = (0.62)
|
325,851 gallons = one acre-foot
|
43,560 square feet = one acre
|
12 inches = one foot
|
"Desert landscape"
means a desert landscape using native plants spaced to look
like a native habitat.
"Distribution uniformity"
means a measure of how evenly sprinklers apply water. The
low quarter measurement method (DULQ) utilized in the irrigation audit
procedure is utilized for the purposes of these criteria. These criteria
assume an attainable performance level of seventy-five (75) percent
DULQ for spray heads, eighty (80) percent DULQ for rotor heads and
eighty-five (85) percent DULQ for recreational turf grass rotor heads.
"District"
means the Coachella Valley Water District.
"Drip irrigation"
means a method of irrigation where the water is applied slowly
at the base of plants without watering the open space between plants.
"Effective precipitation" or "usable rainfall"
means the portion of total natural precipitation that is
used by the plants, usually assumed to be three inches (3″)
annually. Precipitation or rainfall is not considered a reliable source
of water in the desert. "Electronic controllers" means time clocks
that have the capabilities of multiprogramming, water budgeting and
multiple start times.
"Emission uniformity"
means a measure of how evenly drip and microspray emitters
apply water. The low-quarter measurement method (EULQ) utilized in
the landscape irrigation evaluation procedure is utilized for the
purposes of these criteria. These criteria assume ninety (90) percent
EULQ for drippers, microsprays and pressure compensating bubblers.
"Emitter"
means drip irrigation fittings that deliver water slowly
from the watering system to the soil.
"Established landscape"
means the point at which new plants in the landscape have
developed roots into the soil adjacent to the root ball.
"Estimated annual total applied water use (total of all hydrozones)"
means the annual total amount of water estimated to be needed
by all hydrozones to keep the plants and water features in the landscaped
area healthy and visually pleasing. It is based upon such factors
as the local evapotranspiration rate, the size of the landscaped area,
the size and type of water feature, the types of plants, and the efficiency
of the irrigation system. The estimated annual total applied water
use shall not exceed the maximum applied water allowance (MAWA).
"Evapotranspiration" or "ET"
means the quantity of water evaporated from adjacent soil
surfaces and transpired by plants expressed in inches during a specific
time.
"ET adjustment factor"
means a factor of 0.45 that, when applied to reference evapotranspiration,
adjusts for plant factors and irrigation efficiency, two (2) major
influences upon the amount of water that needs to be applied to the
landscape. The ET adjustment factor for special landscape areas is
1.0.
"Finished grade"
means grade height after surface mulch covering has been
installed.
"Flow rate"
means the rate at which water flows through pipes, valves
and meters (gallons per minute or cubic feet per second).
"Hardscape"
means concrete or asphalt areas including streets, parking
lots, sidewalks, driveways, patios and decks.
"Head-to-head coverage"
means one hundred (100) percent sprinkler coverage of the
area to be irrigated, with maximum practical uniformity.
"High flow check valve"
means a valve located under/in a sprinkler head to stop the
flow of water if the spray head is broken or missing.
"Hydrozone"
means a portion of the landscaped area having plants with
similar water needs that are served by a valve or set of valves with
the same schedule. A hydrozone may be irrigated or non-irrigated.
For example, a naturalized area planted with native vegetation that
will not need supplemental irrigation (once established) is a non-irrigated
hydrozone.
"Infiltration rate"
means the rate of water entry into the soil expressed as
a depth of water per unit of time (inches per hour).
"Irrigation efficiency"
means the measurement of the amount of water beneficially
used divided by the amount of water applied. Irrigation efficiency
is derived from measurements and estimates of irrigation system characteristics
and management practices. The minimum irrigation efficiency for purposes
of these regulations is 0.75 or seventy-five (75) percent and 0.90
or ninety (90) percent for drip systems.
"Landscaped area"
means the entire parcel less the building footprint, driveways,
non-irrigated portions of the parking lots, hardscapes (such as decks
and patios), and other nonporous areas. Water features are included
in the calculation of a site's landscaped area.
"Landscape irrigation audit"
means a process to perform site inspections, evaluate irrigation
systems and develop efficient irrigation schedules.
"Lateral line"
means the water delivery pipeline that supplies water to
the emitter sprinklers from a valve.
"Main line"
means the pressurized pipeline that delivers water from the
water source to a valve or outlet.
"Maximum applied water allowance (MAWA)"
means for design purposes, the upper limit of annual applied
water for the established landscape area as specified in Division
2, Title 23,
California Code of Regulations, Chapter 7, Section 492.4.
It is based upon the area's reference evapotranspiration, ET adjustment
factor, and the size of the landscaped area. The estimated applied
water use shall not exceed the MAWA.
"Mulch"
means any organic materials such as leaves, bark, straw or
inorganic material such as pebbles, stones, gravel, decorative sand
or decomposed granite left loose and applied to the soil surface to
reduce evaporation.
"Native plants"
means low water using plants that are: (1) indigenous to
the Coachella Valley and lower Colorado Desert region of California
and Arizona; (2) native to the southwestern United States and northern
Mexico; or (3) native to other desert regions of the world, but adapted
to the Coachella Valley.
"Natural grade"
means grade height of native soil before application of surface
mulch.
"Operating pressure"
means the pressure at which an irrigation system's sprinklers,
bubblers, drippers or microsprays are designed to operate, usually
indicated at the base of an irrigation head.
"Overhead sprinkler irrigation stations"
means sprinklers with high flow rates (spray heads, impulse
sprinklers, gear rotors, etc.) that are utilized to apply water through
the air to large irrigated areas.
"Overspray"
means the water which is delivered beyond the landscaped
area onto pavements, walks, structures or other non-landscape areas.
Also known as hardscape applications.
"Plant factor"
means a factor that, when multiplied by reference evapotranspiration,
estimates the amount of water used by plants. For purposes of these
criteria, the average plant factor of very low water using plants
ranges from 0.01 to 0.10, for low water using plants the range is
0.10 to 0.30, for moderate water using plants the range is 0.40 to
0.60, and for high water using plants, the range is 0.70 to 0.90.
Reference: Water Use Classifications of Landscape Species IV (WUCOLS
IV).
"Pressure compensating (PC) bubbler"
means an emission device that allows the output of water
to remain constant regardless of input pressure. Typical flow rates
for this type of bubbler range between 0.25 gpm to 2.0 gpm.
"Qualified professional"
means a person who has been certified by their professional
organization or a person who has demonstrated knowledge and is locally
recognized as qualified among landscape architects due to longtime
experience.
"Record drawing" or "as-builts"
means a set of reproducible drawings which show significant
changes in the work made during construction and which are usually
based on drawings marked up in the field and other data furnished
by the contractor.
"Recreational area"
means areas of active play or recreation such as golf courses,
sports fields, school yards, picnic grounds, or other areas with intense
foot or vehicular traffic.
"Recreational turf grass"
means high traffic turf grass that serves as a playing surface
for sports and recreational activities. Athletic fields, golf courses,
parks and school playgrounds are all examples of areas having recreational
turf grass.
"Recreational turf grass ET adjustment factor"
means a factor of 0.82 that, when applied to reference evapotranspiration,
adjusts for the additional stress of high traffic on recreational
turf grass and the higher irrigation efficiencies of long-range rotary
sprinklers. These are the two (2) major influences upon the amount
of water that needs to be applied to a recreational landscape. A mixed
cool/warm season turf grass with a seasonal average of 0.7 is the
basis of the plant factor portion of this calculation. The irrigation
efficiency of long-range sprinklers for purposes of the ET adjustment
factor is 0.85. Therefore, the ET adjustment factor is 0.82 = 0.7/0.85.
"Recycled water/reclaimed water"
means treated or recycled wastewater of a quality suitable
for nonpotable uses such as landscape irrigation. Recycled water is
not for human consumption.
"Reference evapotranspiration or ETo"
means a standard measurement of the environmental parameters
which affect the water use of plants, using cool season grass as a
reference. ETo is expressed in inches per day, month or year and is
an estimate of the evapotranspiration of a large field of cool-season
grass that is well watered. Reference evapotranspiration is used as
a basis of determining the maximum applied water allowances so that
regional differences in climate can be accommodated. For purposes
of these criteria, CVWD Drawing No. 29523 will be used for ETo zones.
"Rehabilitated landscape"
means any re-landscaping project in which the choice of new
plant material and/or new irrigation system components is such that
the calculation of the site's estimated water use will be significantly
changed. The new estimated water use calculation must not exceed the
MAWA calculated for the site using a 0.45 ET adjustment factor.
"Riparian plants"
means plants that are high water using and water-loving plants
that are found growing naturally along flowing rivers and lake shores.
They may also be native to wet swampy areas with high water tables
or poor drainage.
"Runoff"
means irrigation water which is not absorbed by the soil
or landscape to which it is applied and which flows from the planted
area.
"Service line"
means the pressurized pipeline that delivers water from the
water source to the water meter.
"Smart controller"
means weather-based or soil moisture-based irrigation controls
that monitor use information about environmental conditions for a
specific location and landscape (such as soil moisture, rain, wind,
the plants' evaporation and transpiration rates and, in some cases,
plant type and more) to automatically control when to water and when
not to, providing exactly the right amount of water to maintain lush,
healthy growing conditions.
"Special landscape area"
means an area of the landscape dedicated solely to edible
plants, recreational areas, areas irrigated with recycled water, or
water features using recycled water.
"Soil texture"
means the classification of soil based on the percentage
of sand, silt and clay in the soil.
"Station"
means an area served by one (1) valve or by a set of valves
that operate simultaneously.
"Turf"
means a surface of earth containing mowed grass with roots.
"Valve"
means a device used to control the flow of water in the irrigation
system.
"Water feature"
means any water applied to the landscape for nonirrigation,
decorative purposes. Fountains, streams, ponds and lakes are considered
water features. Water features use more water than efficiently irrigated
turf grass and are assigned a plant factor of 1.1 for a stationary
body of water and 1.2 for a moving body of water.
"Water system"
means the network of piping, valves and irrigation heads.
"WUCOLS IV"
means Water Use Classifications of Landscape Species IV.
(Ord. 636 § 2, 2010; Ord. 695 § 2, 2016)
A. Submittal
and Approval of a Landscape Documentation Package.
1. Prior
to construction, the project applicant shall:
a. Submit two (2) copies of the Landscape Documentation Package to the
City.
b. Submit two (2) copies of the Landscape Documentation Package to the
District, pursuant to District Ordinance No. 1302.2.
2. Upon
review and approval of the Landscape Documentation Package by the
District, the project applicant shall:
a. Submit a copy of the District-approved Landscape Documentation Package
and Water Efficient Landscape Worksheet to the City.
b. Provide the property owner or site manager a copy of the District-approved
Landscape Documentation Package, in addition to the record drawings
and any other information normally forwarded to the property owner
or site manager.
3. Upon
review and approval of the Landscape Documentation Package by the
City, the project applicant shall:
a. Record the date of the permit on the Certificate of Completion.
b. File the Certificate of Completion with the City and the District,
and provide a copy to the property owner or designee.
c. Provide the property owner or designee a copy of the City approved
Landscape Documentation Package, in addition to the record drawings,
and any other information normally forwarded to the property owner
or designee.
4. Each
Landscape Documentation Package shall include the following elements:
a. A completed Landscape Documentation Package Checklist (Appendix A), which includes the date, project applicant, and project
address information. This checklist serves to verify that the elements
of the Landscape Documentation Package have been completed;
b. Total landscaped area (square feet);
c. Project type (e.g., new, rehabilitated, public, private, cemetery,
homeowner-installed, etc.);
d. Water Efficient Landscape Worksheet (Appendix B), which may be imbedded in the plan sheets of the Landscape
Documentation Package, and include the following:
i. Hydrozone Information Table (reference Appendix C);
e. Water Budget Calculations (reference Appendix D) that adhere to the following requirements:
i. The plant factor used shall be from WUCOLS. The plant factors range
from 0 to 0.3 for the low use plants, from 0.4 to 0.6 for the moderate
use plants, from 0.7 to 1.0 for the high use plants and 1.1 to 1.2
for water features,
ii. All water features shall be included in the 1.1 to 1.2 hydrozone
and temporary irrigated areas shall be included in the low water use
hydrozone. For the calculation of the maximum applied water allowance
(MAWA) and estimated total water use, a project applicant shall use
ETo values from the Reference Evapotranspiration Table, Appendix C.
For geographic areas not covered in Appendix C, use data from other
cities located nearby in the same reference evapotranspiration zone;
h. Grading Design Plan (as required by the City depending upon site
conditions);
i. Soil Management Report (as required by the City depending upon site
conditions); and
j. All plans must contain a signature block for both the City and the
District.
B. Landscape
Design Plan. A landscape design plan meeting the following design
criteria shall be submitted as part of the Landscape Documentation
Package. For the efficient use of water, a landscape shall be carefully
designed and planned for the intended function of the project.
1. Any plant may be selected for the landscape, providing the estimated total water use in the landscape area does not exceed the MAWA, and providing the plan is consistent with the requirements of Chapter
21.60 of the Municipal Code. To encourage the efficient use of water the following is highly recommended:
a. Protection and preservation of native species and natural vegetation;
b. Selection of water-conserving plant and turf species;
c. Selection of trees based on applicable local tree ordinances or tree
shading guidelines; and
d. Selection of plants from local and regional landscape program plant
lists.
2. Specifications
for Landscape Design Plan. The landscape design plan shall be drawn
on thirty-six-inch (36″) by twenty-four-inch (24″) project
base sheets at a scale that accurately and clearly identifies the
following:
a. Tract name, tract number or parcel map number on cover sheet;
c. Plant material location and size;
d. Plant botanical and common names;
e. Plant spacing, where applicable;
f. Natural features including, but not limited to, rock outcroppings,
and existing trees and shrubs that will remain incorporated into the
new landscape;
g. Vicinity map showing site location on top sheet or on cover sheet;
h. Title block on each sheet with the name and address of the project,
and the name and address of the professional design company with its
signed professional stamp, if applicable;
i. Reserve two (2) six-inch (6″) by three-inch (3″) spaces
for: (i) the City signature block, and (ii) a District signature block
in lower right corner of the cover sheet and on all of the landscape,
irrigation design/detail/specification sheets;
j. Show plan scale and north arrow on design sheets;
k. Show graphic scale on all design sheets;
l. Show all property lines and street names;
m. Show all paved areas, such as driveways, walkways and streets;
n. Show all pools, ponds, lakes, fountains, water features, fences and
retaining walls;
o. Show locations of all overhead and underground utilities within project
area;
p. Provide an index map, as necessary, showing the overall project,
including all 1/4 and 1/16 section lines and section numbers;
q. Contain a statement that the landscape design plan complies with
any and all District requirements regarding District easements;
r. Show MAWA for the proposed project (see formula in Appendix C and Sample MAWA, Appendix D);
s. Show total landscaped area in square feet. Separate area square footages
by hydrozone. Show the total percentage area of each hydrozone. Include
total area of all water features as separate hydrozones of still or
moving water. Show estimated total water use, for each major plant
group hydrozone and water feature hydrozone expressed in either seasonal
(turf grass) or annual (trees, shrubs, groundcovers and water features)
billing units;
t. Show total estimated total water use for each major plant group hydrozone
and water feature hydrozone expressed in either seasonal (turf grass)
or annual (trees, shrubs, groundcovers and water features) billing
units;
u. Show total estimated water use for the entire project. (Formula in
Appendix C and on Sample Calculation Estimated Water Use, Appendix
D.) The total estimated use shall not exceed the MAWA;
v. Designate recreational areas and recreational turf areas; and
w. When model homes are included, show the MAWA and estimated total
water use (by hydrozone with totals) for each model unit.
3. Landscape
Design Criteria.
a. The landscape design must be carefully planned and take into account
the intended function of the project.
b. Plants' appropriateness shall be selected based upon their adaptability
to the climatic, geologic and topographical conditions of the site.
c. Selection of water-efficient and low-maintenance plant material is
suggested.
d. All planted areas must be a minimum of one inch (1″) below
adjacent hardscapes to eliminate runoff and overflow.
e. Long, narrow or irregularly shaped turf areas shall not be designed
because of the difficulty in irrigating uniformly without overspray
onto hardscaped areas, streets and sidewalks. Areas less than ten
feet (10′) in width shall not be designed with turf. Turf will
be allowed in these areas only if irrigation design reflects the use
of subsurface irrigation or a surface flow/wick irrigation system.
f. Turf areas irrigated with spray/rotor systems must be set back at
least twenty-four inches (24″) from curbs, driveways, sidewalks
or any other area that may result in runoff of water onto streets.
An undulating landscape buffer area created by the setback shall be
designed with rocks, cobble or decomposed granite and/or can be landscaped
with drip irrigated shrubs/accents or covered with a suitable groundcover.
g. Plants having similar water use shall be grouped together in distinct
hydrozones.
h. The use of a soil covering mulch or a mineral groundcover of a minimum
three-inch (3″) depth to reduce soil surface evaporation is
required around trees, shrubs and on nonirrigated areas. The use of
boulders and cobble shall be considered to reduce the total vegetation
area.
i. Annual color plantings shall be used only in areas of high visual
impact and must be irrigated with drip, microirrigation or other systems
with efficiencies of ninety (90) percent or greater, except for during
plant introduction period. Otherwise, drip irrigated, perennial plantings
should be the primary source of color.
j. Native desert plants shall be specified to be planted in a shallow,
wide, rough hole two (2) times the root ball width. The root ball
will be set on either undisturbed native soil or a firmed native soil.
The root ball top will be set even with the finished surface grade
or above grade if the soil is poorly drained. The hole must be backfilled
with native soil. Extra soil may be used to mound up around plants
where the soil is poorly drained.
k. Landscaping must not obstruct or interfere with street signs, lights
or road/walkway visibility. Screening may be provided by walls, berms
or plantings.
l. High water use plants, characterized by a plant factor of 0.7 to
1.0, are prohibited in street medians, unless irrigated with drip
or microirrigation systems.
m. Use plant materials that are consistent with climate, geologic and
topographical conditions of the site.
n. Planter islands in parking lots with canopy trees shall be sized
to meet City requirements.
o. A landscape plan in fire-prone areas shall address fire safety and
prevention. A defensible space or zone around a building or structure
is required per
Public Resources Code Section 4291(a) and (b). Avoid
fire-prone plant material and highly flammable mulches.
p. The use of invasive and/or noxious plant species is prohibited.
q. The architectural guidelines of a common interest development, which
includes community apartment projects, condominiums, planned developments
and stock cooperatives, shall not prohibit or include conditions that
have the effect of prohibiting the use of low-water use plants as
a group (California
Civil Code Section 1353.8).
D.
Grading Design Plan (as required by the City depending upon
site conditions).
1. For
efficient use of water, grading of a project site shall be designed
to minimize soil erosion, runoff and water waste. A grading plan shall
be submitted as part of the Landscape Documentation Package. A comprehensive
grading plan prepared by a civil engineer for other City permits satisfies
this requirement.
2. The
project applicant shall submit a landscape grading plan that indicates
finished configurations and elevations of the landscape area including:
e. Stormwater retention improvements, if applicable.
3. To
prevent excessive erosion and runoff, it is highly recommended, and
per City requirements, that project applicants:
a. Grade so that all irrigation and normal rainfall remains within property
lines and does not drain on to non-permeable hardscapes;
b. Avoid disruption of natural drainage patterns and undisturbed soil;
and
c. Avoid soil compaction in landscape areas.
4. The
grading design plan shall contain the following statement: "I have
complied with the criteria of the ordinance and applied them accordingly
for the efficient use of water in the grading plan."
5. Turf
is not allowed on slopes greater than twenty-five (25) percent where
the toe of the slope is adjacent to an impermeable hardscape and where
twenty-five (25) percent means one foot (1′) of vertical elevation
change for every four feet (4′) of horizontal length (rise
divided by run x 100 = slope percent).
6. Slopes
greater than twenty-five (25) percent shall not be irrigated with
an irrigation system with a precipitation rate exceeding 0.75 inches
per hour. This restriction may be modified if the landscape designer
specifies an alternative design or technology, as part of the Landscape
Documentation Package, and clearly demonstrates no runoff or erosion
will occur. Prevention of runoff must be confirmed during an irrigation
audit.
7. All
grading must retain normal stormwater runoff and provide for an area
of containment. All irrigation water must be retained within property
lines and not allowed to flow into public streets or public rights-of-way.
Where appropriate, a simulated dry creek bed may be used to convey
storm drainage into retention areas. A drywell shall be installed
if the retention basin is to be used as a recreational area.
8. Mounded
or sloped planting areas that contribute to runoff onto hardscape
are prohibited. Sloped planting areas above a hardscaped area shall
be avoided unless there is a drainage swale at toe of slope to direct
runoff away from hardscape.
9. Median
islands must be graded to prevent stormwater and excess irrigation
runoff.
E. Irrigation
Design Plan. For the efficient use of water, an irrigation system
shall meet all the requirements listed in this Section and the manufacturer's
recommendations. The irrigation system and its related components
shall be planned and designed to allow for proper installation, management,
and maintenance. An irrigation design plan meeting the following criteria
shall be submitted as part of the Landscape Documentation Package.
Separate landscape water meters shall be installed for all projects
except single-family homes with a landscape area less than five thousand
(5,000) square feet. Landscape meters for single-family homes with
a landscape area over five thousand (5,000) square feet may be served
by a permanent service connection provided by the District or be a
privately owned submeter installed at the irrigation point of connection
on the customer service line. When irrigation water is from a well,
the well shall be metered. The irrigation design plan shall be drawn
on project base sheets. It should be separate from, but use the same
format as, the landscape design plan. The irrigation system specifications
shall accurately and clearly identify the following:
1. Specifications
for Irrigation Design.
a. Control valves, manufacturer's model number, size and location.
b. Irrigation head manufacturer's model number, radius, operating pressure,
gallons per minute/gallons per hour (gpm/gph) and location.
c. Piping type, size and location.
d. Point of connection or source of water and static water pressure.
e. Meter location and size (where applicable).
f. Pump station location and pumping capacity (where applicable).
g. Power supply/electrical access and location.
h. Plan scale and north arrow on all sheets.
i. Graphic scaling on all irrigation design sheets.
j. Irrigation installation details and notes/specifications.
k. The irrigation system shall be automatic, constructed to discourage
vandalism and simple to maintain.
l. All equipment shall be of proven design with local service available.
m. Show location, station number, size, and design gpm of each valve
on plan. Control valves shall be rated at two hundred (200) psi.
n. Visible sprinklers near hardscape shall be of pop up design.
o. All heads should have a minimum number of wearing pieces with an
extended life cycle.
p. Sprinklers, drippers, valves, etc., must be operated within manufacturer's
specifications.
q. Manual shut-off valves shall be fully ported ball valves or butterfly
valves. Manual shut-off valves are required upstream of automatic
valve manifolds.
r. Master valves shall be metal, located as close to the point of connection
as possible, and be metal piped between the master valve and the water
meter.
s. High flow sensors that detect and report high flow conditions created
by system damage or malfunction shall be specified for all projects
where a dedicated landscape irrigation meter is required.
t. The following statement "I have complied with the criteria of the
ordinance and have applied them accordingly for the efficient use
of water in the irrigation design plan."
u. The signature of a licensed landscape architect, certified irrigation
designer, irrigation consultant, landscape contractor or any other
person authorized to design an irrigation system.
2. Specifications
for Irrigation Efficiency. The minimum irrigation efficiency shall
be 0.75 (seventy-five (75) percent). Greater irrigation efficiencies
are expected from well-designed and maintained systems. The following
are required:
a. Design spray head and rotor head stations with consideration for
worst wind conditions. Close spacing and low-angle nozzles are required
in high and frequent wind areas (ETo Zone No. 5);
b. Spacing of sprinkler heads shall not exceed manufacturer's maximum
recommendations for proper coverage. The plan design shall show a
minimum of 0.75 (seventy-five (75) percent) distribution uniformity;
c. Only irrigation heads with matched precipitation rates shall be circuited
on the same valve;
d. Valve circuiting shall be designed to be consistent with hydrozones;
e. Individual hydrozones that mix plants that are moderate and low water
use may be allowed if:
i. Plant factor calculation is based on the proportions of the respective
plant water uses and their plant factor, or
ii. The plant factor of the higher water using plant is used for the
calculations;
f. Individual hydrozones that mix high and low water use plants shall
not be permitted; and
g. On the landscape design plan and irrigation design plan, hydrozone
areas shall be designated by number, letter, or other designation.
On the irrigation design plan, designate the areas irrigated by each
valve, and assign a number to each valve. Use this valve number in
the hydrozone information table. This table can assist with pre-inspection
and final inspection of the irrigation system, and programming the
controller.
3. Irrigation
System Criteria.
a. Reduced pressure backflow prevention devices shall be installed behind
meter at curb by the District.
b. Show location, station number, size and design gpm of each valve
on plan.
c. Smart controllers shall be specified for all projects. This includes
climate based or sensor based controllers, which can automatically
adjust for local weather and/or site conditions.
d. High flow check valves shall be installed in or under all heads adjacent
to street curbing, parking lots and where damage could occur to property
due to flooding, unless controllers with flow sensor capabilities
are specified that can automatically shut off individual control valves
when excess flow is detected.
e. Pressure compensating screens/devices shall be specified on all spray
heads to reduce radius as needed to prevent overthrow onto hardscape
and/or to control high pressure misting.
f. All irrigation systems shall be designed to avoid runoff onto hardscape
from low head drainage, overspray and other similar conditions where
water flows onto adjacent property, nonirrigated areas, walks, roadways
or structures.
g. Rotor type heads shall be set back a minimum of two feet (2′)
from hardscape.
h. The use of drip, microirrigation or pressure compensating bubblers
or other systems with efficiencies of ninety (90) percent or greater
is required for all shrubs and trees. Small, narrow (less than eight
feet (8′)), irregularly shaped or sloping areas shall be irrigated
with drip, microspray or PC (pressure compensating) bubbler heads.
i. Trees in turf areas shall be on a separate station to provide proper
deep watering.
j. Street Median Irrigation.
i. No overhead sprinkler irrigation system shall be installed in median
strips or in islands, except overhead sprinkler irrigation systems
that are intended for use only during annual plant introduction periods.
ii. Median islands or strips shall be designed with either a drip emitter
to each plant or subsurface irrigation. Bubblers used for trees must
be fixed-flow pressure compensating type. Adjustable bubblers are
prohibited.
k. Meter sizing for landscape purposes shall be thirty-three (33) gpm
per planted acre. Maximum design meter flow rates are: 3/4″
= 23 gpm, 1″ = 37 gpm, 1 1/2″ = 80 gpm, 2″ =
120 gpm.
l. Large projects, as determined by the District, may have specific
recycled water requirements pursuant to District Ordinance No. 1302.2
Section 0.00.030E(3)(l).
4. Drip
Irrigation System Criteria.
a. The drip system must be sized for mature-size plants.
b. The irrigation system should complete all irrigation cycles during
peak use in about twelve (12) hours. Normally, each irrigation controller
should not have more than four drip stations that operate simultaneously.
c. Field installed below ground pipe connections shall be threaded PVC
or glued PVC. Polyethylene tubing is allowed only in subsurface installations.
Drip emitter installation shall be directly into polyethylene tubing
on a one-fourth-inch (1/4″) thick-walled riser. Multi-port
outlet devices and multi-port distribution is prohibited.
d. Proportion gallons per day per plant according to plant size. The
following sizing chart is for peak water use. The low to high end
of the range is according to the relative water requirements of the
plants. The low end is for desert natives and the high end is for
medium water use type plants.
Size of Plant
|
Gallons Per Day
|
---|
Large trees (over 30-foot diameter)
|
58+ to 97+
|
Medium trees (about 18-foot diameter)
|
21 to 35
|
Small trees/large shrubs (9-foot diameter)
|
6 to 10
|
Medium shrubs (3.5-foot diameter)
|
0.8 to 1.3
|
Small shrubs/groundcover
|
0.5 or less
|
e. Plants with widely differing water requirements shall be valved separately.
As an example, separate trees from small shrubs and cactus from other
shrubs. Multiple emitter point sources of water for large shrubs and
trees must provide continuous bands of moisture from the root ball
out to the mature drip line plus twenty (20) percent of the plant
diameter. See Appendix C for more information on emitter spacing and wetted area.
f. Most plants require fifty (50) percent or more of the soil volume within the drip line to be wetted by the irrigation system. See Appendix C for more information. For additional information on plant watering and plant relative water needs, see the plant list section of the "Lush and Efficient, Landscape Gardening in the Coachella Valley" or a list provided by the City. See also the City requirements in Chapter
21.60.
5. Recycled
Water Specifications.
a. When a site has recycled water available or is in an area that will
have recycled water available as irrigation water, the irrigation
system shall be installed using the industry standard purple colored
or marked "Recycled Water Do Not Drink" on pipes, valves and sprinkler
heads.
b. The backup groundwater supply (well water or domestic water) shall
be metered. Backup supply water is only for emergencies when recycled
water is not available.
c. Recycled water users must comply with all county, state and federal
health regulations. Cross connection control shall require a six-inch
(6″) air gap system or a reduced pressure backflow device.
All retrofitted systems shall be dye tested before being put into
service.
d. Where available, recycled water shall be used as a source for decorative
water features.
e. Sites using recycled water are not exempted from the MAWA, prescribed
water audits or the provisions of these criteria.
f. A Recycled Water Checklist (Appendix F) shall be submitted to the District upon submittal of
the first plan check of the landscape design plan and the irrigation
design plan.
6. Irrigation
Water (Nonpotable) Specifications.
a. When a site is using nonpotable irrigation water that is not recycled
water (from an on-site well or canal water) all hose bibs shall be
loose key type and quick coupler valves shall be of locking type with
nonpotable markings to prevent possible accidental drinking of this
water.
b. Sites using nonpotable irrigation water are not exempted from the
MAWA, prescribed water audits or the provisions of these criteria.
7. Groundwater
Water Specifications. Sites using groundwater irrigation water from
wells are not exempted from the MAWA, prescribed water audits, or
the provisions of these criteria.
8. Golf
Course Criteria.
a. All new golf courses and additions or renovations to existing golf
courses must comply with the requirements in District Ordinance No.
1302.2.
b. All non-turf areas such as ponds, lakes, artificial water courses,
bunkers and irrigated landscapes within the golf course project area
must not exceed the MAWA calculations set forth within these criteria.
(Ord. 636 § 2, 2010; Ord. 695 § 2, 2016)
A. Landscape
Audit, Irrigation Survey, and Irrigation Water Use Analysis for New
Construction and Rehabilitated Landscapes:
1. This subsection shall apply to new construction and rehabilitated landscape projects installed after January 1, 2010 as described in Section
21.70.030.
2. All
landscape irrigation audits shall be conducted by a certified landscape
irrigation auditor.
3. The
project applicant shall submit an irrigation audit report with the
Certificate of Completion to the City that may include, but not be
limited to, inspection, system tune-up, system test with distribution
uniformity, reporting overspray or run-off that causes overland flow,
and preparation of an irrigation schedule, including configuring irrigation
controllers with application rate, soil types, plant factors, slope,
exposure and any other factors necessary for accurate programming;
4. The
District will administer programs that may include, but not be limited
to, irrigation water use analysis, irrigation audits and irrigation
surveys for compliance with the MAWA.
5. The
owner of the landscaped area shall bear the cost of any audit.
B. Water
Waste Prevention. Water waste resulting from inefficient landscape
irrigation including run-off, low-head drainage, overspray, or other
similar conditions where water flows onto adjacent property, nonirrigated
areas, walks, roadways, or structures is prohibited. All broken heads
and pipes must be repaired within seventy-two (72) hours of notification.
C. Soil
Management Report (as required by the City depending upon site conditions).
1. In
order to reduce runoff and encourage healthy plant growth, a soil
management report shall be completed by the project applicant or designee
as follows:
a. Submit soil samples to a laboratory for analysis and recommendation.
b. Soil sampling shall be conducted in accordance with laboratory protocol,
including protocols regarding adequate sampling depth for the intended
plants.
c. The soil analysis may include:
i. Determination of soil texture, indicating the available water holding
capacity.
ii. An approximate soil infiltration rate (either) measured or derived
from soil texture/infiltration rate tables. A range of infiltration
rates shall be noted where appropriate.
iii.
Measure of pH, total soluble salts and percent organic matter.
d. The project applicant or designee shall comply with one of the following:
i. If significant mass grading is not planned, the soil analysis report
shall be submitted to the City as part of the Landscape Documentation
Package; or
ii. If significant mass grading is planned, the soil analysis report
shall be submitted to the City as part of the Certificate of Completion.
e. The soil analysis report shall be made available, in a timely manner,
to the professionals preparing the landscape design plans and the
irrigation plans to make any necessary adjustments to the design plans.
f. The project applicant or designee shall submit documentation verifying
implementation of soil analysis report recommendations to the City
with the Certificate of Completion.
D. Developer-Provided
Documentation.
1. The developer/applicant/designee shall provide an approved copy of the Landscape Documentation Package and the following information for the homeowner or irrigation system operator. The package/information shall include a set of drawings, a recommended monthly irrigation schedule, and a recommended irrigation system maintenance schedule as described in subsection
F of this Section.
2. Irrigation
Schedules. For the efficient use of water, all irrigation schedules
shall be developed, managed, and evaluated to utilize the minimum
amount of water to maintain plant health. Irrigation schedules shall
meet the following criteria:
a. An annual irrigation program with monthly irrigation schedules shall
be required for the plant establishment period, for the established
landscape, and for any temporarily irrigated areas. The irrigation
schedule shall:
i. Include run time (in minutes per cycle), suggested number of cycles
per day, and frequency of irrigation for each station;
ii. Provide the amount of applied water (in hundred cubic feet) recommended
on a monthly and annual basis;
iii.
Whenever possible, incorporate the use of evapotranspiration
data, such as those from the California Irrigation Management Information
System (CIMIS) weather stations, to apply the appropriate levels of
water for different climates; and
iv. Whenever possible, be scheduled between 8:00 p.m. and 10:00 a.m.
to avoid irrigating during times of high wind or high temperature.
Run times and other water efficient requirements may be imposed by
the District from time to time.
E. Maintenance
Schedules. A regular maintenance schedule satisfying the following
conditions shall be submitted as part of the Landscape Documentation
Package:
1. Landscapes
shall be maintained to ensure water efficiency. A regular maintenance
schedule shall include, but not be limited to, checking, adjusting,
cleaning and repairing equipment; resetting the automatic controller,
aerating and dethatching turf areas; replenishing mulch; fertilizing;
pruning; and weeding in all landscaped areas.
2. Repair
of irrigation equipment shall be done with the originally specified
materials or their approved equal.
3. A
project applicant is encouraged to implement sustainable or environmentally-friendly
practices for the overall landscape maintenance.
F. Certificate
of Completion.
1. The
Certificate of Completion (Appendix E) shall include the following:
a. Submittal and approval dates of the Landscape Documentation Package
and submittal date of the Water Efficient Landscape Worksheet;
c. Project address and location;
d. Applicant name, telephone and mailing address; and
e. Property owner's name, telephone, and mailing address.
2. Certification
by either the signer of the landscape design plan, the signer of the
irrigation design plan, or the licensed landscape contractor that
the landscape project has been installed per the approved Landscape
Documentation Package.
3. Irrigation
scheduling parameters used to set the controller. A diagram of the
irrigation plan showing hydrozones shall be kept with the irrigation
controller for subsequent management purposes.
4. Landscape
and irrigation maintenance schedule.
6. Soil
management report and documentation verifying implementation of soil
report recommendations (as required by the City depending upon site
conditions).
7. The
project applicant shall:
a. Submit the signed Certificate of Completion to both the City and
the District for review and approval.
b. Ensure that copies of the Certificate of Completion with all approvals
are submitted to the City, the District, and property owner or designee.
8. The
District and the City shall:
a. Receive the signed Certificate of Completion from the project applicant.
b. Approve or deny the Certificate of Completion. If the Certificate
of Completion is denied, the City will provide information to the
project applicant regarding reapplication, appeal or other assistance.
G. Stormwater
Management.
1. Stormwater
management practices minimize runoff and increase infiltration which
recharges groundwater and improves water quality. Implementing stormwater
best management practices into the landscape and grading design plans
to minimize runoff and to increase on-site retention and infiltration
are encouraged.
2. Project
applicants shall refer to the District, the City, and/or Regional
Water Quality Control Board for information on any applicable stormwater
ordinances and stormwater management plans.
3. Rain
gardens and other landscape features that increase rain water capture
and infiltration are recommended.
(Ord. 636 § 2, 2010; Ord. 695 § 2, 2016)
Any decision made by the City Manager or the Community Development Director regarding the implementation of this Chapter may be appealed in accordance with Section
21.60.030.
(Ord. 636 § 2, 2010; Ord. 695 § 2, 2016; Ord. 727 § 3, 2020)
A. Administrative Fines. In addition to any other remedies provided in the Code, persons who violate this Chapter are subject to the imposition of administrative fines pursuant to Section
1.20.030 of this Code.
B. Civil
Actions. In addition to any other remedies provided in the Code, any
violation of this Chapter may be enforced by civil action brought
by the City. In any such action, the City may seek, and the court
may grant, as appropriate, any or all of the following remedies:
1. A
temporary and/or permanent injunction;
2. Assessment
of the violator for the costs of any investigation which led to the
establishment of the violation and for the reasonable costs of preparing
and bringing legal action under this Chapter;
3. Any
other cost incurred in enforcing the provisions of this Chapter; and
4. Any
other action the City deems appropriate to protect the general welfare
and the region's water supplies, and to reduce water consumption in
accordance with this Chapter and the declared policies and laws of
the State.
(Ord. 695 § 2, 2016; Ord. 721 § 1, 2019)
The City may delegate to, or enter into a contract with, a local
agency or other person to implement and administer any of the provisions
of this Chapter on behalf of the City.
(Ord. 695 § 2, 2016)
If provisions of this Chapter are in conflict with each other,
other provisions of the Code, the City's General Plan, any City adopted
specific plan or master plan, any resolution or ordinance of the City,
or any State law or regulation, the more restrictive provisions shall
apply.
(Ord. 695 § 2, 2016)