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Reso 2010-004
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1/26/2010 9:20:10 AM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Resolution
Document Date (6)
1/19/2010
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PERM
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3B Public Hearing 2010 0119
(Reference)
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\City Clerk\City Council\Agenda Packets\2010\Packet 2010 0119
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(6) grading design plan. <br />Note: Authority Cited: Section 65595, Government Code. Reference: Section 65596, Government Code. <br />§ 492.4 Water Efficient Landscape Worksheet. <br />(a) A project applicant shall complete the Water Efficient Landscape Worksheet which contains two <br />sections (see sample worksheet in Appendix B): <br />(1) a hydrozone information table (see Appendix B, Section A) for the landscape project; and <br />(2) a water budget calculation (see Appendix B, Section B) for the landscape project. For the calculation <br />of the Maximum Applied Water Allowance and Estimated Total Water Use, a project applicant shall use <br />the ETo values from the Reference Evapotranspiration Table in Appendix A. For geographic areas not <br />covered in Appendix A, use data from other cities located nearby in the same reference <br />evapotranspiration zone, as found in the CIMIS Reference Evapotranspiration Zones Map, Department <br />of Water Resources, l 999. <br />(b) Water budget calculations shall adhere to the following requirements: <br />(1) The plant factor used shall be from WUCOLS. The plant factor ranges from 0 to 0.3 for low water <br />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. <br />(2) All water features shall be included in the high water use hydrozone and temporarily irrigated areas <br />shall be included in the low water use hydrozone. <br />(3) All Special Landscape Areas shall be identified and their water use calculated as described below. <br />(4) ETAF for Special Landscape Areas shall not exceed l .0. <br />(c) Maximum Applied Water Allowance <br />The Maximum Applied Water Allowance shall be calculated using the equation: <br />MAWA = (ETo) (0.62) [(0.7 x LA) + (0.3 x SLA)] <br />The example calculations below are hypothetical to demonstrate proper use of the equations and do not <br />represent an existing and/or planned landscape project. The ETo values used in these calculations are <br />from the Reference Evapotranspiration Table in Appendix A, for planning purposes only. For actual <br />irrigation scheduling, automatic irrigation controllers are required and shall use current reference <br />evapotranspiration data, such as from the California Irrigation Management Information System <br />(C1MIS), other equivalent data, or soil moisture sensor data. <br />(1) Example MAWA calculation: a hypothetical landscape project in Fresno, CA with an irrigated <br />landscape area of 50,000 square feet without any Special Landscape Area (SLA= 0, no edible plants, <br />recreational areas, or use of recycled water). To calculate MAWA, the annual reference <br />evapotranspiration value for Fresno is 51.1 inches as listed in the Reference Evapotranspiration Table in <br />Appendix A. <br />MAWA = (ETo) (0.62) [(0.7 x LA) + (0.3 x SLA)] <br />MAWA =Maximum Applied Water Allowance (gallons per year) <br />ETo =Reference Evapotranspiration (inches per year) <br />0.62 =Conversion Factor (to gallons) <br />0.7 = ET Adjustment Factor (ETAF) <br />LA =Landscape Area including SLA (square feet) <br />0.3 =Additional Water Allowance for SLA <br />SLA =Special Landscape Area (square feet) <br />MAWA = (51.1 inches) (0.62) [(0.7 x 50,000 square feet) + (0.3 x 0)] <br />= 1,108,870 gallons per year <br />To convert from gallons per year to hundred-cubic-feet per year: <br />= 1,108,870/748 = 1,482 hundred-cubic-feet per year <br />9 <br />
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