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Oakdale City Zoning Code

§ 36-24.14

Water Efficient Landscape Worksheet.

[Ord. No. 1184, Exh. A., 2010.]
A. 
A project applicant shall complete the Water Efficient Landscape Worksheet which contains two (2) sections:
1. 
A hydrozone information table for the landscape project; and
2. 
A water budget calculation for the landscape project. For the calculation of the Maximum Applied Water Allowance and Estimated Total Water Use, a project applicant shall use the ETo values from the Reference Evapotranspiration Table in Appendix A. For geographic areas not covered in Appendix A, use data from other cities located nearby in the same reference evapotranspiration zone, as found in the CIMIS Reference Evapotranspiration Zones Map, Department of Water Resources, 1999.
B. 
Water budget calculations shall adhere to the following requirements:
1. 
The plant factor used shall be from WUCOLS. The plant factor ranges from 0 to 0.3 for low water use plants, from 0.4 to 0.6 for moderate water use plants, and from 0.7 to 1.0 for high water use plants.
2. 
All water features shall be included in the high water use hydrozone and temporarily irrigated areas shall be included in the low water use hydrozone.
3. 
All Special Landscape Areas shall be identified and their water use calculated as described below.
4. 
ETAF for Special Landscape Areas shall not exceed 1.0.
C. 
Maximum Applied Water Allowance.
The Maximum Applied Water Allowance shall be calculated using the equation:
MAWA = (ETo) (0.62) [(0.7 x LA) + (0.3 x SLA)]
D. 
Estimated Total Water Use.
The Estimated Total Water Use shall be calculated using the equation below. The sum of the Estimated Total Water Use calculated for all hydrozones shall not exceed MAWA.
Where:
036 formula.tif
ETWU = Estimated Total Water Use per year (gallons)
ETo = Reference Evapotranspiration (inches)
PF = Plant Factor from WUCOLS (see Section 491)
HA = Hydrozone Area [high, medium, and low water use areas] (square feet)
SLA = Special Landscape Area (square feet)
0.62 = Conversion Factor
IE = Irrigation Efficiency (minimum 0.71)