31625024 Harvesting Rainwater for Landscape Use Tuscon AZ

8/20/2019 31625024 Harvesting Rainwater for Landscape Use Tuscon AZ

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H A R V E S T I N G

R A I N W A T E R

Second Edition, October 2004

Revised 2006

FOR LANDSCAPE USE

PATRICIA H. WATERFALLExtension Agent, University of Arizona

Cooperative Extension/Low 4 Program


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Cooperative Extension

College of Agriculture and Life Sciences

The University of ArizonaTucson, AZ 85721

Second Edition, October 2004/Revised 2006 • AZ1344

Issued in furtherance of Cooperative Extension work, acts of May 8 and June30, 1914, in cooperation with the U.S. Department of Agriculture, James A.Christenson, Director, Cooperative Extension, College of Agriculture & Life

Sciences, The University of Arizona.

The University of Arizona is an equal opportunity, af?rmative action

institution. The University does not discriminate on the basis of race,color, religion, sex, national origin, age, disability, veteran status, or

sexual orientation in its programs and activities.

Any products, services, or organizations that are mentioned, shown, or indirectlyimplied in this publication do not imply endorsement by the University of Arizona,

or the Arizona Department of Water Resources.


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HARVESTING RAINWATER

FOR LANDSCAPE USE

First Edition byPatricia H. Waterfall, Extension Agent -retired

Pima County Cooperative Extension, Low 4 Program

Second Edition prepared byChristina Bickelmann, Water Conservation Specialist,

Arizona Department of Water Resources, TAMA

Artwork prepared by Silvia Rayces unless otherwise indicatedCover Design - Christina Bickelmann, ADWR

Culvert Cistern Detail - Scott Calhoun, Josephine ThomasonLarge Cistern Detail - Heather Kinkade-Levario

Second edition editorial assistance from

Consortium for Action Throughout the Community for HarvestingWater (CATCH Water) - Jim Riley, University of Arizona,

Soil, Water and Environmental Science Dept.

Production assistance — ECAT,University of Arizona College of Agriculture and Life Sciences

Project funding and support fromThe Water Management Assistance Program

Tucson Active Management Area

Arizona Department of Water Resources

Document may be ordered from the Arizona Department ofWater Resources, Tucson Active Management Area,

400 W. Congress, Suite 518, Tucson AZ 85701,Phone (520) 770-3800 Fax (520) 628-6759

Visit our website at: www.azwater.gov


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Harvesting Rainwater for Landscape Use • 1

INTRODUCTION

Historically, harvested rain water provided water for drinking,landscape watering, and for agricultural uses. Once urban areasstarted to develop, centralized water supply systems replaced

the need to harvest water. More recently, people have becomereacquainted with water harvesting, using it to provide water forresidential and commercial landscapes.

Harvesting rainwater can reduce the use of drinking water forlandscape irrigation. It is also an effective water conservationtool and proves more benecial when coupled with the use ofnative, low-water-use and desert-adapted plants. Additionally,rainwater is available free of charge and puts no added strainon the municipal supply or private wells.

Throughout Arizona and the arid Southwest, annual and seasonalprecipitation varies widely and is often scarce when plant waterrequirements are high during the summer months. In the desertregions of Arizona, approximately half of the annual rain falls inwinter, the remainder during the summer monsoons. At higherelevations, in addition to the monsoons, winter precipitation

may come in the form of snow providing opportunities for waterharvesting when it melts.

The Phoenix and Tucson areas receive an average of 8 and12 inches of annual rainfall, respectively. Along the ColoradoRiver, cities such as Yuma and Bullhead City receive only 3 to 6inches. At higher elevations annual rainfall varies from as low as15 inches to as high as 23 inches. Only native and some plants

that can ourish in our soils and climate can live on the annualrainfall received. Plants from non-arid climates require a greatdeal of supplemental irrigation.

There are many water harvesting opportunities on developedsites and it can easily be planned into a new landscape during thedesign phase. Homes, schools, parks, parking lots, apartmentcomplexes, and commercial facilities all provide sites where

rainfall can be harvested. Even very small yards can benet fromwater harvesting. Whether your landscape is large or small, theprinciples outlined in this manual apply.


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2 • Harvesting Rainwater for Landscape Use

Water harvesting is the capture, diversion, and storage ofrainwater for plant irrigation and other uses. It is appropriate forlarge scale landscapes such as parks, schools, commercial sites,parking lots, and apartment complexes, as well as small scaleresidential landscapes.

Parking lot draining into concave lawn area.

Series of planted water harvesting basins on a slope.


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Many methods are available to harvest rain water for landscapeuse, some of them inexpensive and easy to construct. An examplewould be storing water in a barrel for later use or constructingsmall berms and drainages to direct water to a row of trees. Eventhe simplest methods provide benets. The water customer's billis lowered and the community receives long-term benets fromreduced water use and less soil erosion. All you need to getstarted is rainfall and plants that require irrigation.

There are many benets to harvesting rainwater:

♦ Water harvesting not only reduces potable wateruse and related costs, but also reduces off-site

ooding and erosion by holding rainwater on thesite.

♦ If large amounts of water are held in perviousareas where water penetrates easily, some of thewater may percolate to the water table.

♦ Rainwater is a clean, salt-free source of water forplants.

♦ Rainwater harvesting can reduce salt accumulationin the soil which can be harmful to root growth.When collected, rainwater percolates into thesoil, forcing salts down and away from the rootzone area. This allows for greater root growthand water uptake, which increases the droughttolerance of plants.

♦ Limitations of water harvesting are few and areeasily met by good planning and design.


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WATER HARVESTING SYSTEM COMPONENTS

A rainwater harvesting system has three components: the supply(rainfall), the demand (landscape water requirement), and thesystem that moves the water to the plants. Storage is an additionalelement which is optional.

Rainfall. Rainwater runoff refers to rainwater which flows off asurface. If the surface is impervious (water cannot penetrate it),then runoff occurs immediately. If the surface is pervious (watercan penetrate it), then runoff will not occur until the surface issaturated. Runoff can be harvested (captured) and usedimmediately to water plants or can be stored for later use. Several

factors affect runoff, the most important being the amount ofrainfall. Rainfall duration refers to the length of time the rainfalls, the longer the duration, the more water available to harvest.The intensity of the rainfall affects how soon the water will beginto run off and also how fast it runs off. The harder it rains and thelonger it lasts the more water there is for harvesting. The timing of the rainfall is also important. If only one rainfall occurs, waterpercolates into the dry soil until it becomes saturated. If a second

rainfall occurs soon after the first, more water may runoff becausethe soil is already wet.

Plant Water Requirement. The type of plants selected, theirage and size, and how closely together they are planted all affecthow much water is required to maintain a healthy landscape.Because rainfall is scarce in arid regions, it is best to select plantswith low water requirements and control planting densities toreduce overall water need. Native plants are well-adapted to

seasonal, short-lived water supplies, and most desert-adaptedplants can tolerate drought, making them good choices forlandscape planting.

Water Collection and Distribution System. Water harvestingsystems range from simple to complex. In a simple system therainwater is used immediately. Most homeowners can designsimple water harvesting systems to meet the needs of their

existing site. Designing water harvesting systems into newconstruction allows the homeowner to be more elaborate andthorough in developing a system. In the case of very simplesystems, the pay back period may be almost immediate.


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A simple system usually consists of a catchment area, and ameans of distribution, which operates by gravity. The water is

deposited in a landscape holding area, a concave area or plantedarea with “edges” to retain water, where it can be usedimmediately by the plants.

Simple system — Roof catchment, gutters, downspouts and bermed landscape holding area.

Simple system — Roof catchment, channel and planted landscape holding area.


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A good example of a simple system is water dripping from theedge of the roof to a planted area or diversion channel directlybelow. Gravity moves the water to where it can be used. Insome cases, small containers are used to hold water for lateruse.

A catchment area is any area from which water can be harvested.Water collects on roofs, paved areas or the soil surface. Thebest catchments have hard smooth surfaces, such as concreteor metal roofing material. The amount of water harvesteddepends on the size, surface texture, and slope of the catchment

area.The distribution system connects the catchment area to thelandscape holding area. Distribution systems direct water flow,and can be very simple or very sophisticated. For example:

♦ Gutters and downspouts direct roof water to a holdingarea, and gently sloped sidewalks distribute water toa planted area.

♦ Hillsides provide a perfect situation for moving waterfrom a catchment area to a holding area.

♦ Channels, ditches, and swales all can be utilized tomove water. Elaborate open channel distributionsystems may require gates and diverters to direct thewater from one area to another.

♦ Standard or perforated pipes and drip irrigationsystems can be designed to distribute water.

♦ Curb cutouts can channel street or parking lot waterto planted areas. If gravity flow is not possible, a smallpump may be required to move the water.

Simple system —

Roof catchment, gutters, downspouts and french drain.


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Landscape holding areas store water in the soil for direct use bythe plants. Concave depressions planted with grass or plantsserve as landscape holding areas, containing the water,increasing water penetration, and reducing flooding. Depressedareas can be dug out, and the extra soil used to berm (a bank of

soil used to retain water) the depression. With the addition ofberms, moats, or soil terracing, flat areas also can hold water.One holding area or a series of holding areas can be designedto fill and then flow into adjacent holding areas via spillways(outlets for surplus water).

Soil erosion can be a problem with water moving quickly overthe soil surface. Basins and spillways help reduce this. Crescent-shaped berms constructed around the base of the plant on thedownhill side are useful on slopes for slowing and holding water.

Gabions (a stationary grouping of large rocks encased in wiremesh) are widely used to contain water and reduce erosion. Atrench is dug at least 12 inches deep across the wash, wire meshis laid in the trench with the rocks to prevent undercutting.

Crescent-shaped landscaped holding areas on a slope.

Gabion in a stream bed.


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French drains (holes or trenches filled with gravel) can also holdwater for plant use. And lastly, pervious paving materials, suchas gravel, crushed stone, open paving blocks, and perviouspaving blocks, allow water to infiltrate into the soil to irrigate plantswith large, extensive root systems, such as trees.

Parking lot curb cutout directing water into planted area.

Pervious paving block with grass.


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By observing your landscape during a rain, you can locate theexisting drainage patterns on your site and identify low pointsand high points. Utilize these drainage patterns and gravity flowto move water from catchment areas to planted areas. If youare harvesting rainwater from the roof, extend downspouts toreach planted areas. Or, provide a path, drainage, or hose tomove the water where it is needed.

Take advantage of existing sloped paving such as walkways andpatios to catch water and redistribute it to planted areas. Theplacement and slope of new paving can be designed to increaserunoff. If sidewalks, terraces, or driveways are not yetconstructed, slope them two percent (approximately 1/4 inch perfoot) toward planting areas and utilize the runoff for irrigation.Bare dirt can also serve as a catchment area by grading thesurface to increase and direct runoff.

Next locate and size your landscape holding areas. Locatelandscape depressions that can hold water or create newdepressions where you want to locate new plants. Rather thandigging a basin around existing plants, construct berms or moatson the existing surface to avoid damaging roots. Do not moundsoil at the base of trees or other plants.

SIMPLE WATER HARVESTING SYSTEM

DESIGN AND CONSTRUCTION

Site plan showing drainage patterns and landscape holding areas (aerial view).


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Holding areas around existing plants should extend beyond the“drip line” to accommodate and encourage extensive rootsystems. The more developed a plant’s root system, the moredrought tolerant the plant becomes because the roots have alarger area to find water. For new plantings, locate the plants atthe upper edge of concave holding areas to encourage extensiverooting and to avoid subjecting the roots to extended inundation

(flooding). With either existing or new landscapes you may wantto connect several holding areas with spillways or channels todistribute the water throughout the site.

To take advantage of water free-falling from roof downspouts(canales) plant large rigid plants where the water falls or hang alarge chain from the downspout to the ground to disperse andslow the water. Provide a basin to hold the water for the plantsand also to slow it down. It may be necessary to use rocks orother hard material to break the fall and prevent erosion. If it is asloped site, large, connected, descending holding areas can beconstructed for additional plants.

Selecting Plant Material. A major factor in the success of awater harvesting project is proper plant selection. Native anddesert-adapted plants can be grown successfully using harvestedrainwater for irrigation. Some plants cannot survive in thedetention area if in clay soil that is repeatedlysaturated over along period of time. Select native plants or plants adapted toyour local climate that can withstand prolonged drought andprolonged inundation. If plants are going to be planted in thebottom of large, deep basins, low water use, native riparian treesmay be the most appropriate choice (hackberry, desert willow,acacia, mesquite).

Tree drip line and basin edge.


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Seeding is another planting alternative for holding basins. Selectseed mixes containing native or desert-adapted wildflowers,grasses, and herbaceous plants. Consider annual plants forinstant color and perennial plants for extended growth. Perennialgrasses are particularly valuable for holding the soil in place and

preventing erosion.

Construction Hints. If you are going to dig, particularly if youare going to be using a bobcat, small tractor, or rototiller, callArizona Blue Stake (1–800–782–5348) to locate where utilitylines come into your property. This will eliminate leaks and breaks.Even if you are constructing a simple system with a rake andshovel, be aware of utility line locations.

Soils in the landscape holding areas should not be compactedbecause this inhibits the water moving through the soil, if it is,loosen it by tilling. If the soil is too sandy and will not hold waterfor any length of time, you may wish to add composted organicmatter to the soil to increase moisture holding potential (This isnot necessary with native or desert-adapted plants). After plantingapply a 2 1/2 – 3 inch layer of mulch to the surface to reduceevaporation.

TABLE - 1MAINTENANCE CHECKLIST

Keep holding areas free of debris.

Control and prevent erosion, block erosion trails.

Clean, repair channels.

Clean, repair dikes, berms, moats.

Keep gutters and downspouts free of debris.

Flush debris from the bottom of storagecontainers, if possible.

Clean and maintain filters, including drip filters.

Expand the area of concentration as plants grow.


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System Maintenance. Water harvesting systems are alwaysin a state of “construction.” Developing a water harvesting systemis actually an ongoing process that can be improved andexpanded over time. Water harvesting systems should beinspected before each rainy season and ideally after every rain

event to keep the system operating at optimum performance.Make a habit of observing your system during rain events todetermine whether the water is moving where you want it, orwhether you are losing water that could be captured. Alsodetermine if the holding areas are doing a good job of containingthe water. Make changes and repairs as your system requires.As time goes on you may discover additional areas where watercan be harvested and where water can be channeled.

Monitor Water Use. Now that you have your system operating,it is a good idea to monitor your landscape water use. If youhave constructed water harvesting basins in an existing land-scape, use last year's water bills to compare your pre-water har-vesting use to your post-water harvesting use. If you have addednew plants to a water harvesting area, the water savings beginswhen they are planted. Every time they can be irrigated withharvested rainwater there is a water savings!

COMPLEX WATER HARVESTING

SYSTEMS

Water harvesting cannot provide a completely dependable sourceof irrigation water because it is dependent on the weather, andweather is not dependable. To get the maximum benefit fromrainwater harvesting, some storage can be built into the waterharvesting system to provide water between rainfall events. InSouthern and Central Arizona there are two rainy periods(summer and winter) with long dry periods between the two.Heavy rainfall can produce more water than can be utilized by alandscape during that rainfall event. Once the root zone of theplants have been thoroughly wetted, the rainwater begins to movebelow the root zone. At this point plants are well irrigated. As thesoil becomes saturated, water begins to run off or stand on thesurface. The saturation point and the onset of runoff is dependent

on the texture and condition of the soil. For instance, sandy soilsaccept more water than clayey soils before runoff occurs.


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Many people ask whether they can harvest enough water in anaverage year to provide sufficient irrigation for an entirelandscape, it depends. If you are interested in designing a totallyself-sufficient water harvesting system, then the amount of waterharvested and the water needed for landscape irrigation should

be in balance. Storage capacity plays a big role in this equationby making rainwater available in the dry seasons when the plantsneed it.

Rainfall harvesting systems that utilize storage result in bothlarger water savings and higher construction costs. These morecomplex systems can be constructed for homes or for largerfacilities but may require professional assistance to design andconstruct. With such a system the cost of storage, particularlythe disposal of soil and rock from underground storageconstruction, is a major consideration. However, soil and rockfrom storage construction could be used for raising paths andother areas so water would run off into low lying areas or usedfor berms to hold water, increasing water harvesting on the siteand reducing removal costs.

Is the cost of storage greater than the cost of water? In manycases, yes. In this case the personal commitment to a “waterconservation ethic” may come into play. A more realistic goal,and one that is followed by most people is to harvest less thanthe total landscape requirement. Another option is to reduceyour demand by reducing the number and size of your plantingareas or plant densities. This involves less storage and istherefore less expensive.

Complex water harvesting system with roof catchment, gutter,downspout, storage, & drip irrigation distribution system.


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Elements of a Complex Water Harvesting System

Components of complex systems that utilize storage includecatchment areas, usually a roof, conveyance systems, storage,and distribution systems to control where the water goes. The

amount of water or “yield” that the catchment area will providedepends on the size of the catchment area and its surface texture.Catchment areas made of concrete, asphalt, or brick paving andsmooth-surfaced roofing materials provide high yields. Bare soilsurfaces provide harvests of medium yield. Of all the soil types,compacted clayey soils have the highest yield. Planted areas,such as grass or groundcover areas offer the lowest yieldsbecause the plants hold the water longer allowing it to infiltrateinto the soil. This is not necessarily a problem, depending whether

you want to use collected water immediately in planted areas, orstore it for later use.

Conveyance systems. With a roof catchment system the gutterand downspouts are the means of conveyance that direct thewater from the catchment area to the storage container. Guttersand downspouts are either concealed inside the walls of buildingsor attached to the exterior of buildings. They can be added tothe outside of a building at any time. Proper sizing of gutters isimportant to collect as much rainfall as possible. (See Guidelines,Appendix A)

TABLE - 2

RUNOFF COEFFICIENTS

HIGH LOW

ROOF

Metal, gravel, asphalt, 0.95 0.90shingle, fiber glass,mineral paper

PAVINGConcrete, asphalt 1.00 0.90

GRAVEL 0.70 0.25

SOIL

Flat, bare 0.75 0.20Flat, with vegetation 0.60 0.10

LAWNSFlat, sandy soil 0.10 0.05Flat, heavy soil 0.17 0.13


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Before the water is stored it should be filtered to remove particlesand debris. The degree of filtration is dependent on the size ofthe distribution tubing (drip systems would require more andfiner filtering than water distributed through a hose). Filters canbe in-line or a leaf screen can be placed over the gutter at thetop of the downspout.

Many people divert the first part of the rainfall to eliminate debrisfrom the harvested water. The initial rain “washes” debris off theroof, the later rainfall, which is free of debris and dust, is thencollected and stored. The simplest roof-washing system consistsof a standpipe and a gutter downspout located ahead of thecistern (Appendix B). The standpipe is usually 6-8 inch PVCequipped with a valve and a clean-out at the bottom. Once thefirst part of the rainfall fills the standpipe, the rest flows to the

downspout connected to the cistern. After the rainfall, thestandpipe is drained in preparation for the next rain event. Roof-washing systems should be designed so that at least 10 gallonsof water are diverted to the system for every 1,000 square feetof collection area. Several types of commercial roof washersare also available.

Storage. By making water available later when it is neededallows full utilization of excess rainfall. Locate storage near

downspouts or at the end of the downspout. Storage can beunderground or above-ground. Storage containers can be madeof polyethylene, fiberglass, wood, or metal. Examples of aboveground containers include large garbage cans, 55-gallon plasticor steel drums, barrels, tanks, cisterns, stock tanks, fiberglassfishponds, storage tanks, and above ground swimming pools.

Gutter drain filter.


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Above ground storage buildings or large holding tanks made ofconcrete block, stone, plastic bags filled with sand, or rammedearth can also be used. Swimming pools, stock tanks, septictanks, ferrocement culverts, concrete block, poured in placeconcrete, or building rock can be used for underground storage.

Look in the Yellow Pages under “Tanks,” “Feed Dealers,” “SepticTanks,” and “Swimming Pools” to locate storage containers.

Containers should be opaque and, if possible, shielded from directsunlight to prevent algae growth. Storage containers should becovered to prevent mosquito breeding and debris from gettinginto the storage container, secured from children and clearlylabeled as unfit for drinking. Regular inspection and maintenance(cleaning) are essential.

If storage is unsightly, it can be designed into the landscape by

placing it in an unobtrusive place or hiding it with a structure,screen, and/or plants. Storage should be located close to thearea of use and placed at an elevated level to take advantage ofgravity flow. In all cases, cisterns should be placed a minimumof four to six feet away from the foundation in case of leaks.Ideally, on a sloped lot the storage area is located at the highend of the property to facilitate gravity flow.

It is important to have an overflow pipe taking excess water away

from the tank when it is full. The overflow pipe should be set aninch or so below the lip of the cistern so the water goes throughthe overflow pipe instead of spilling over the lip of the cistern.Some times it is more useful to locate several smaller cisternsnear where water is required because they are easier tohandle and camouflage.

Vine used to screen storage tank.


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If the landscaped area is extensive, several tanks can beconnected to increase storage capacity. In the case that allstorage tanks become full and rainfall continues, alternativestorage for the extra water must be found. A concave lawn areawould be ideal as a overflow holding area allowing the rain waterto slowly percolate into the soil.

Estimates for the cost of storage ranges from $100 to $3,500depending on the system, degree of filtration, and the distancebetween the storage and the place of use. Undergroundcontainers are a more expensive choice because of the cost ofsoil excavation and removal. Pumping the water out of thecontainer adds an additional cost. Source: California Department of Water Resources, Captured Rainfall: Small-Scale Water Supply Systems, Bulletin 213. May 1981.

The distribution system. The distribution device can be a hose,constructed channels, pipes, perforated pipes, or a manual dripsystem that directs the water from the storage containers tolandscaped areas. Gates and diverters can be used to controlflow rate and flow direction. A manual valve or motorized ballvalve located near the bottom of the storage container can assistgravity fed irrigation.

If gravity flow is not possible, an in-line electric pump hooked toa hose can be used. The distribution of water through anautomatic drip irrigation system requires extra effort to workeffectively. A small submersible pump will be required to provideenough pressure to activate the remote control valve (minimum20 psi). To avoid burning the pump out, it should have thecapability of turning off when there is no water in the tank.

Roof catchment with multiple storage cans connected

to a hose adjacent to a landscape holding area.


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Complex Water Harvesting SystemDesign & Construction

If you are designing a complex water harvesting system, onethat includes storage to provide rainwater in between rainfall

events, design your system on paper before constructing it tosave time and effort. You may not want to do any calculations,but if you do, a more functional and efficient system will result.

The steps involved in designing a complex water harvestingsystem include site analysis, calculation, design, andconstruction . If the project is complicated, either because of itssize or because it has numerous catchments and planting areas,divide the site into sub-drainage areas and repeat the followingsteps for each subarea. As a final step field test the system.

Site Analysis. Whether you are starting with a new landscapeor working with an existing one, draw your site and all the siteelements to scale, then:

♦ Plot the existing drainage flow patterns byobserving your property during a rain. Show thedirection of the water flow with arrows. Indicatehigh and low areas on your plan.

♦ Look for catchment areas to harvest water; forexample, paved areas, roof surfaces, and bareearth.

♦ Find planted areas or potential planting areas thatrequire irrigation.

♦ Locate above or below ground storage nearplanted areas.

♦ Decide how you are going to move water fromthe catchment area to the holding area or storagecontainer. To reduce costs rely on gravity to movewater whenever you can.

♦ Decide how you are going to move the waterthrough the site from one landscaped area toanother landscaped area. Again, if the site is toolarge or the system too complicated divide thearea into sub-drainage systems.


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Calculate supply. First calculate the monthly supply (rainfallharvest potential) and the monthly demand (plant waterrequirement) for a year. If you are designing a more complexsystem you will also need to calculate your monthly storagerequirement.

The runoff coefficient tells what percent of the rainfall can beharvested from specific surfaces (TABLE-2). The highernumbers represent a smoother, less absorbent surface,therefore, greater rainwater collection potential than the lowernumbers.

The equation for calculating supply measures the amount ofwater (in gallons) capable of being harvested from a catchment

area. The area of the catchment is expressed in square feet,for example a 20' x 50' catchment area equals 1,000 squarefeet (SF). Measure a sloped roof by measuring the area that iscovered by the roof, (both sides).

Area of sloped roof — ( both sides ) Length x width.


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For flat roofs measure the length and width of the building. The

square footage of the catchment area is multiplied by the amountof rainfall in inches (TABLE-3) converted to gallons to get thevolume of water.

SUPPLY (in Gallons ) = RAINFALL (inches) x 0.623x CATCHMENT AREA ( FT2 ) x RUNOFF COEFFICIENT

Area of flat roof — Length x width.

TABLE - 3ANNUAL SUPPLY

FROM ROOF CATCHMENT

Inches/Rainfall Gallons/Square Foot

0 .0

1 .62 1.3

3 1.94 2.5

5 3.16 3.7

7 4.4

8 5.09 5.6

10 6.211 6.8

12 7.513 8.1

14 8.7

15 9.3


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To assist you in calculating your landscape supply and demand,blank worksheets have been provided in Appendices E and F. Asample supply worksheet using Tucson rainfall has beenprovided (page 22) to show how monthly rainfall amounts arecalculated based on 1,000 SF of roof area.

Calculating demand. The demand equation tells you how muchwater is required for a given landscaped area. There are twomethods you can use — Method 1 is used for new or established landscapes, Method 2 can only be used for established landscapes.

METHOD 1: The equation for calculating demand for new orestablished landscapes is based on monthly evapotranspiration(ETo) information.

ETo is an estimate of the water lost when a plant transpires or“sweats” through its leaves plus the water evaporated from thesoil surface. ETo provides a useful reference point whendetermining plant irrigation need. This value is always a percentof ETo and varies according to the plant species.

TABLE - 4

AVERAGE MONTHLY RAINFALL

Tucson and Phoenix

TUCSON, ARIZONA PHOENIX, ARIZONA

Month Inches Feet Month Inches Feet

JAN 1.0 0.1 JAN 0.9 0.1FEB 0.9 0.1 FEB 0.8 0.1MAR 0.7 0.1 MAR 0.9 0.1APR 0.3 0.0 APRIL 0.3 0.0

MAY 0.2 0.0 MAY 0.2 0.0JUN 0.4 0.0 JUNE 0.1 0.0JUL 2.0 0.2 JULY 0.9 0.1AUG 2.3 0.2 AUG 1.0 0.1SEPT 1.5 0.2 SEPT 0.7 0.1OCT 1.2 0.1 OCT 0.8 0.1NOV 0.8 0.1 NOV 0.8 0.1DEC 1.0 0.1 DEC 0.9 0.1

TOTAL 12.3 1.0 8.3 0.9


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In Tucson the average historical ETo rate is approximately 69inches and average rainfall is 12 inches. In Phoenix averagehistorical ETo is approximately 68 inches and average rainfall is8 inches. TABLE 5 provides ETo information for Tucson andPhoenix. Evapotranspiration rates for many additional townsand cities in Arizona are listed in Appendix I, or may be availablefrom AZMET (520) 621-9742 or http://ag.arizona.edu/azmet/.

DEMAND = (ETo x PLANT FACTOR ) x AREA x 0.623

For this equation use ETo values in inches. The Plant Water UseFactor represents the percent of ETo that is needed by the plant(TABLE 6). This is determined by the type of plant — high,medium, or low water use.

The irrigated area, expressed in square feet refers to how mucharea is planted. The conversion factor 0.623 converts inchesinto gallons. In the examples shown (Sample DemandWorksheets for Tucson and Phoenix- pages 25 and 26), theplants require approximately 26 percent of ETo — the high rangeof low water use.

TABLE - 5

STANDARDIZED MONTHLY Ref. EToTucson and Phoenix (Average for 1971- 2000)

TUCSON, ARIZONA PHOENIX, ARIZONA

Month Inches Feet Month Inches FeetJAN 2.52 0.21 JAN 2.38 0.20FEB 3.19 0.27 FEB 2.87 0.24MAR 5.07 0.42 MAR 4.66 0.39APR 6.82 0.57 APR 6.38 0.53MAY 8.61 0.72 MAY 8.71 0.73JUN 9.59 0.80 JUN 9.39 0.78

JUL 8.95 0.75 JUL 9.02 0.75AUG 7.75 0.65 AUG 8.28 0.69SEPT 6.68 0.56 SEPT 6.60 0.55OCT 4.96 0.41 OCT 4.59 0.38NOV 3.02 0.25 NOV 2.75 0.23DEC 2.16 0.18 DEC 2.24 0.19

TOTAL 69.32 5.78 TOTAL 67.87 5.66


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These plant water use factors approximate what is needed tomaintain plant health and acceptable appearance. Specific plantvalues (coefficients) for landscape plants are not available.Irrigation experience tells us where plants fall within eachcategory.

Grouping plants with similar water requirements into separate areas simplifies the system by making the amount of water needed to maintain those plants easier to calculate.

Consult the Arizona Department of Water Resources Low Water Use/Drought Tolerant Plant List s at www.water.az.gov todetermine the approximate water requirement of landscapeplants. Or, consult your local Cooperative Extension office forirrigation requirements for plants common to your area.

METHOD 2 : Is used to determine demand for establishedlandscapes and is based on actual water use. Use your monthlywater bills to roughly estimate your landscape water demand.

With this method we assume that during the months of December,January and February, most of the water is used indoors andthat there is very little landscape watering. (If you irrigate your landscape more than occasionally during these months use Method 1.)

To use this method average December, January, and Februarywater use. Many water companies measures water in ccfs (100cubic feet).

TABLE - 6

PLANT WATER USE

PLANT TYPE PERCENT RANGE High Low

Low Water Use 0.26 0.13

Medium Water Use 0.45 0.26

High Water Use 0.64 0.45


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32/60



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Again, we assume that there is little or no outside irrigationoccurring in the winter months and indoor use remains relativelystable throughout the year. In the following example, thecombined average winter monthly use is 9 ccf. Subtract thewinter average monthly use from each month’s combined use

(from your water bill) and get a rough estimate of monthlylandscape water use. To convert ccfs to gallons, multiply by 748.

A worksheet has been provided (Worksheet #3) in Appendix Gto calculate your monthly demand if using Method 2.

Calculate storage and municipal water requirementUse a “checkbook” method to determine the amount of irrigationwater available from water harvesting and the amount ofmunicipal water needed — in case there is not enough storedrainwater in year one to supply the irrigation needs. This exampleis based on the supply and demand numbers from the SampleSupply and Demand Worksheets for Tucson pages 22 and 25.

SAMPLE MONTHLY DEMAND (Method 2)Established Landscapes - All LocationsAverage Winter Use = 9 CCF Household Size = 3

SAMPLE MONTHLY DEMAND (Method 2)Established Landscapes - All LocationsAverage Winter Use = 9 CCF Household Size = 3


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SAMPLE WORKSHEETMONTHLY STORAGE and MUNICIPAL USE

Month YieldGallons

DemandStorage

CumulativeStorage Gallons(yield demand)

MunicipalUse

Year 1January 555 185 370 0

February 493 234 629 0

March 454 369 714 0

April 157 495 376 0

May 135 630 0 119

June 135 698 0 682July 1161 653 0 174August 567 546 0September 813 486 873 0October 360 1191 0November 376 221 1346 0

December 158 1766 0Year 2January 555 185 2136 0

February 493 234 2395 0

March 454 369 2480 0April 157 495 2142 0

May 135 630 1647 0June 135 698 1084 0

July 653 1592 0

August 567 2312 0September 813 486 2639 0October 678 360 2957 0

November 376 221 3112 0

December 578 158 3532 0

1287

678

578

1161

1287

For simplicity, the calculations are done on a monthly basis.However, in reality the amount of water available fluctuates on adaily basis.

The “Storage” column is cumulative and refers to what is actually

available in storage. A given month's storage is calculated byadding the previous month’s storage to the previous month’syield, minus the current month’s demand. If the remaining amountis positive, it is placed in the Cumulative Storage column for thecurrent month. This number is then added to the next month’syield to provide for the next month’s demand.


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If the amount of water available is negative, that is, if the demandis greater than the supply of stored water, this number is placedin the Municipal Use column. This indicates the amount ofsupplemental water needed to satisfy irrigation water demandfor that month. During the first year there will be a deficit of

harvested water because the year begins with an empty storagecontainer.

However, beginning with Year 2 the storage has built up andthere will always be enough harvested water for this landscapeunless a drought occurs. The reason for this is that the winterrainwater is not all used up in winter when evapotranspirationrates are low, so this water can be saved for the “leaner” summermonths. You will notice in the sample worksheet (Monthly

Storage and Municipal Use) that each year the overall storagenumbers will increase slightly because supply will likely exceeddemand.

To determine storage, find the highest number in the Storecolumn in the Monthly Storage and Municipal Use Worksheetfor Year 2. This would be the maximum storage requirement. Inthis example, December will be the month with the most water— 3532 gallons. You will need approximately a 3600 gallon

storage capacity to be self-sufficient using harvested water.

The worksheets are for determining potential storage capacity,they are not for weather prediction. Weather may vary from theaverage at any time. Each site presents its own set of supplyand demand amounts. Some water harvesting systems mayalways provide enough harvested water, some may provide onlypart of the demand. Remember that the supply will fluctuatefrom year to year depending on the weather and on which month

the rainfall occurs. Demand may increase when the weather ishotter than normal and will increase as the landscape ages andplants get larger. Demand is also high for new landscapes sinceestablishing new plants requires more frequent irrigation.

Final design and construction — Use your site analysisinformation and your potential supply and demand calculationsto size and locate catchment areas (blank worksheets tocalculate the supply and demand for your site (Method 1 andMethod 2) are provided in Appendices F and G.

Roofs or shade structures can be designed or retrofitted tomaximize the size of the catchment area. For new construction,design the landscape in conjunction with your home to maximizethe size of the catchment area (e.g. roof, shade structure, patios


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and walkways) to accommodate the maximum landscape waterrequirement dictated by your landscape design. If you cannotdo this you may want to reduce plant water demand by eitherusing fewer plants or selecting plants with lower water userequirements.

If you are planning a new landscape, create a landscape thatcan live on the amount of water harvested from the existing roofcatchment area. This can be accomplished by careful plantselection and control of the number of plants used. For the mostefficient use of the harvested water, group plants with similarwater requirements together. Remember that new plantings,even native plants, require special care and will needsupplemental irrigation during the establishment period which

can range between one and three years (use the supply anddemand calculations to determine this). Use gutters anddownspouts to convey the water from the roof to the storagearea. Consult the guidelines (Appendix A) for tips on selectingand installing gutters and downspouts.

Size your storage container(s) large enough to hold yourcalculated supply. Provide for distribution to all planted areas.Water collected from any catchment area can be distributed to

any landscaped area; however, to save effort and money, locatestorage close to plants needing water and higher than the plantedarea to take advantage of gravity flow.

Roof catchment with sloping driveway, french drain and underground storage.


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Pipes (Schedule 40 PVC), hoses, channels, and drip systemscan distribute water to where it is needed. If you do not havegravity flow or if you are distributing through a drip system youwill need to use a small 1/2 HP pump to move the water throughthe lines. Select drip irrigation system filters with 200 mesh

screens. The screen should be cleaned regularly.

If there is not enough water harvested for landscape watering,there are several options:

• Increase the catchment area,

• Reduce the amount of landscaped area,

• Reduce the plant density,• Replace the plants with lower water use plants,

• Use mulch to reduce surface evaporation,

• Use municipal water, or

• Use greywater- Household water collected frombathroom sinks (not the kitchen sink), showers, andwashing machines for reuse as landscape irrigation1.

1 In Arizona residential graywater systems that produce lessthan 400 gallons per day no longer require a permit from theArizona Department of Environmental Quality (ADEQ).ADEQ does have a general use permit for graywater thatrequires homeowners to follow best management practices

to comply with Arizona's rules for graywater use, for healthand safety reasons. (For further information see page 53).

In addition, you should consult your local jurisdictions (county,city or town) for any additional regulations they may have.


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APPENDIX A - GUIDELINES

Gutters

• Select gutters that are 5 inches wide.

• Select galvanized steel (26 gauge minimum) oraluminum (.025 inch minimum) gutters.

• Slope gutters 1/16" per 1' of gutter, to enhanceflow.

• Use an expansion joint at the connection, if astraight run of gutter exceeds 40 feet.

• Keep the front of the gutter one-half inch lowerthan the back.

• Provide gutter hangers every 3 feet.

• Do not exceed 45 degree angle bends inhorizontal pipe runs.

• Select elbows in 45, 60, 75, or 90 degree sizes.

Downspouts• Space downspouts a minimum of 20 feet

apart, a maximum of 50 feet apart.

• Provide 1 square inch of downspout area, forevery 100 square feet of roof area.

• Select downspouts in different configurations --square, round, and corrugated round, dependingon your needs.

• Use 4-inch diameter Schedule 40 PVC to conveywater to the storage container or filter.


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40/60


A P P E N

D I X C - R E S I D E N T

I A L C I S T E R N D E T

A I L


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Source: Scott Calhoun, ACNP and Josephine Thomason

APPENDIX D

CULVERT CISTERN DETAIL


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Culvert Cistern Components List (refer to diagram)

QTY1 - can PVC primer1 - can PVC cement (glue)

1 - roll of Teflon tape or can of plumbers putty2 - 2" x 4" x 8' pieces of lumber1 - 3' diameter by 8' high 18 gauge galvanized culvert

25 - bags of concrete (60 lbs. each)1 - 4' x 4' concrete reinforcing grid or rebar4 - bricks1 - gallon asphalt emulsion, for drinking water use

Thruoseal, or elastomeric paint instead

2 - 3/4" x 12" long galvanized pipes (threaded)3 - 3/4" galvanized 90 degree elbows1 - 3/4" x 18" galvanized nipple1 - 3/4" x 2" galvanized nipple1 - 3/4" brass ball valve w/brass coupling

(3/4" male pipe thread x 3/4" male hose thread)2 - 1" x 10' long (schedule 40 PVC)3 - 1" x 90 degree elbows (schedule 40 PVC)

1 - 1" slip/slip coupling (schedule 40)

Cistern Top - for a 3 foot diameter cisternThe least expensive solutions to covering the cistern areto use either floating pool cover material (4' x 4' piececut to size), or to drape a (5' x 5') piece of windowscreening or shade cloth over the top and secure it bywrapping a piece of wire around the cover material,

securing it to the cistern. For a more secure and aes-thetically pleasing cistern top use galvanized sheetmetal.

Components List for Galvanized Top18 gauge galvanized sheet metal cut to size and

shape3 - carriage bolts (long enough to go through the holes

in the eye bolts)3 - wing nuts to fit carriage bolts3 - eye bolts6 - washers and nuts to fit eye bolts2 - lengths of pipe insulation (approximately 6' each)


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Water Harvesting Culvert Cistern

Instructions: 1) Determine how you will cover the cistern, if using a perma-

nent metal cover, see Culvert Top Directions, Option 3 -

before proceeding as 3 holes must be drilled in the culvertprior to installation.

2) Starting from the bottom paint the sides (inside and out) withasphalt emulsion 12 inches up from the bottom of the culvert.If water is to be used for non-irrigation purposes such as fordrinking, or stock water, Thorough-Seal or elastomeric paintshould be used rather than asphalt emulsion.

3) Using pipe wrenches and Teflon tape, assemble 3/4" galva-nized pipes for the U-shaped assembly shown in the diagram.

4) Glue together the PVC overflow assembly as shown in thediagram.

5) Excavate a square hole 4 feet wide by 12 inches deep.

6) Place bricks (to hold up the grid or rebar) and RE grid in holeand level.

7) Slip U-shaped galvanized supply assembly and U-shaped PVCoverflow assembly under and through the grid. Wire the twoassemblies together so they stand upright.

8) Mix cement and fill hole with 8-10 inches of concrete.

9) Taking care not to disturb the supply and overflow pipes, standthe culvert up in the wet cement centering it in the hole.

10) Using two 2 x4 s and a level, make sure the culvert is plumb,adjusting as needed using the 2 x 4's as braces.

11) When the cement has dried, glue the upper portion of the

overflow pipe into the slip/slip fitting near the bottom of theculvert.

12) Direct overflow outlet away from the building.


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Culvert Top Directions:

Option 1 : Floating Cover - cut a piece of floated pool covermaterial to fit the inside diameter of the culvert.Place the cover inside the top of the culvertcutting a hole for the overflow pipe to passthrough. The hole should be slightly larger thanthe overflow pipe to allow the cover to raise andlower easily, depending on the water level inside

the cistern.

Option 2 : Screen Cover - cut a piece of window screeningor shade cloth approximately two feet wider thanthe diameter of the cistern, center the screeningor shade cloth on the cistern top and fold edgesdown along the outside of the cistern and secure

it by wrapping a length of wire around the outsideof the cistern, catching all the edges of thescreen or shade cloth and twist the ends of thewire together to assure a tight fit.


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Option 3 : Metal Top - drill three holes evenly spacedaround the top of the cistern, approximately oneinch from the top edge. Put the eyebolts throughthe predrilled holes from the outside of thecistern and secure in place with the nuts andwashers inside the cistern. One washer shouldbe on the inside of the tank, the other on theoutside of the tank.

After the tank is installed, put the pipe insulationaround the edge of the tank to form a seal.

Cut a piece of 18 gauge sheet metal approxi-

mately one inch larger than the top of the cisternall the way around (2 inches larger in diameter).

Drill holes in the sheet metal after the tank is inplace to insure the holes are lined up with theeye bolts. Next put the carriage bolts throughthe holes in the top and into the eyebolts andsecure with a wing nut.


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A P P E N

D I X E – W o r k s h e e t

1 : S u p p l y C a l c u l a t i o

n s

A

B

C

D

E

F

F o l l o w

i n s t r u c t i o n s A

t h r o u g h F f o r

e a c h m o n t h .

F r o m

A p p e n d i x I

e n t e r t h e

r a i n f a l l

a m o u n t i n

i n c h e s f o r

e a c h m o n t h .

M u l t i p l y “ A ”

b y

0 . 6 2 3

t o

c o n v e r t

i n c

h e s t o

g a

l l o n s p e r

s q

u a r e f o o t .

E n t e r t h e

s q u a r e

f o o t a g e

o f t h e

c a t c h m e n t

s u r f a c e .

M u l t i p l y “ B ”

B y “ C . ”

T h i s i s t h e

g r o s s g a l l o n s

o f r a i n f a l l

p e r m o n t h

E n t e r t h e

r u n o f f

c o e f f i c i e n t

f o r y o u r

c a t c h m e n t

s u r f a c e

( p a g e 1 4 )

M u

l t i p l y “ D ”

b y

“ E . ” T h i s

i s t

h e t o t a l

m o

n t h l y y i e l d

o f h a r v e s t e d

w a

t e r i n

g a l l o n s

J a n u a r y

F e b r u a r y

M a r c h

A p r i l

M a y

J u n e

J u l y

A u g u s t

S e p t e m b e r

O c t o b e r

N o v e m b e r

D e c e m b e r

T o t a l s


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A P P E N D I X F -

W o r k s h e e t 2 : D e m a n d C a l c u l a t i o n s ( M

E T H O D 1 )

A

B

C

D

F

F o l l o w t h e

l e t t e r e d

i n s t r u c t i o n s

f o r e a c h

m o n t h .

F r o m

A p p e n d i x J

e n t e r t h e

E t o a m o u n t

f o r y o u r l o c a l e

i n i n c h e s f o r

e a c h m o n t h .

F r o m T a b l e -

6 ,

p a g e 2 4

e n

t e r t h e

p l a n t

d e

m a n d

a c

c o r d i n g t o

i t s

w a t e r

n e

e d s .

M u l i t p l y “ A ”

b y “ B ” t o

o b t a i n p l a n t

w a t e r n

e e d s

i n i n c h e s .

M u l t i p l y “ C ”

B y 0 . 6 2 3 t o

c o n v e r t

i n c h e s t o

g a l l o n s p e r

s q u a r e f o o t .

E n t e r t h e

t o t a l s q u a r e

f o o t a g e o f

l a n d s c a p i n g .

M u

l t i p l y “ E ”

b y

“ D . ” T h i s

i s

y o u r t o t a l

l a n

d s c a p i n g

d e m a n d i n

g a l l o n s

J a n u a r y

F e b r u a r y

M a r c h

A p r i l

M a y

J u n e

J u l y

A u g u s t

S e p t e m b e r

O c t o b e r

N o v e m b e r

D e c e m b e r

T o t a l s

E


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A P P E N D I X G -

W o r k s h e e t # 3

D e m a n d C a l c u l a t i o n s ( M e t h o d 2 )

M o n t h

M o n t h l y U s e

i n C C F f r o m

w a t e r b i l l

A v e r a g e W i n t e r U s e

i n C C F f r o m

w a t e r b i l l

L a n d s c a p e U s e

i n C C F f r o m

W o r k s h e e t # 2

C o n v e r t

C C F t o

G a l l o n s

m u l t i p l y b y

L a n

d s c a p e

U

s e i n

G

a l l o n s

J a n u a r y

7 4 8

F e b r u a r y

7 4 8

M a r c h

7 4 8

A p r i l

7 4 8

M a y

7 4 8

J u n e

7 4 8

J u l y

7 4 8

A u g u s t

7 4 8

S e p t e m b e

r

7 4 8

O c t o b e r

7 4 8

N o v e m b e r

7 4 8

D e c e m b e r

7 4 8


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A P P E N D I X H - W

o r k s h e e t 4 : S t o r a g e

a n d M u n i c i p a l U s e

C a l c u l a t i o n s

M o n

t h

Y i e l d

G a

l l o n s

D e m a n

d

S t o r a g e

C u m u

l a t i v e

S t o r a g e

G a

l l o n s

( y i e l d - d e m a n d

)

M u n

i c i p a

l

U s e

Y e a r

1 J a n u a r y

F e b r u a r y

M a r c h

A p r i l

M a y

J u n e

J u l y

A u g u s t

S e p t e m b e r

O c t o b e r

N o v e m b e r

D e c e m b e r

Y e a r

2 J a n u a r y

F e b r u a r y

M a r c h

A p r i l

M a y

J u n e

J u l y

A u g u s t

S e p t e m b e r

O c t o b e r

N o v e m b e r

D e c e m b e r


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A P P E N D I X I

I N C H

E S O F A V E R A G E M

O N T H L Y R A I N F A L L

F O R A R I Z O N A C I T I E S A N D T O W N S

B u l l h e a d C i t y

C a s a G

r a n d e

C h a n d l e r

D o u g l a s

F l a g s t a f f

G i l a B e n d

H o l b r o o

k

K i n g m a n

J a n

0 . 9 5

0 . 7 7

1 . 1 0

0 . 7 5

2 . 1 8

0 . 6 2

0 . 7 1

1 . 2 3

F e b

0 . 9 9

0 . 8 3

0 . 9 9

0 . 6 4

2 . 5 6

0 . 8 7

0 . 6 6

1 . 1 0

M a r

0 . 9 3

0 . 9 9

0 . 9 4

0 . 4 6

2 . 6 2

0 . 7 2

0 . 7 2

1 . 3 1

A p r

0 . 1 7

0 . 2 8

0 . 3 2

0 . 2 0

1 . 2 9

0 . 2 0

0 . 3 7

0 . 4 7

M a y

0 . 0 8

0 . 1 9

0 . 1 7

0 . 3 3

0 . 8 0

0 . 1 5

0 . 3 8

0 . 3 1

J u n

0 . 0 1

0 . 1 0

0 . 1 5

0 . 6 3

0 . 4 3

0 . 0 4

0 . 2 0

0 . 1 9

J u l y

0 . 2 9

0 . 8 0

0 . 5 0

3 . 1 4

2 . 4 0

0 . 7 6

1 . 1 7

0 . 9 8

A u g

0 . 6 8

1 . 9 7

0 . 6 2

2 . 8 8

2 . 8 9

1 . 2 0

1 . 5 1

1 . 4 1

S e p

0 . 4 4

0 . 8 2

0 . 5 3

1 . 6 3

2 . 1 2

0 . 5 3

1 . 1 8

0 . 6 6

O c t

0 . 3 7

0 . 7 7

0 . 8 4

1 . 3 0

1 . 9 3

0 . 5 2

1 . 0 7

0 . 8 1

N o v

0 . 4 1

0 . 7 4

0 . 6 7

0 . 7 4

1 . 8 6

0 . 5 6

0 . 6 6

0 . 7 1

D e c

0 . 5 2

0 . 9 6

0 . 7 6

1 . 0 6

1 . 8 3

0 . 8 4

0 . 5 7

0 . 8 2

A n n u a l

5 . 8 4

9 . 2 2

7 . 5 9

1 3 . 7 6

2 2 . 9 1

7 . 0 1

9 . 2 0

1 0 . 0 0

P r e c i p i t a t i o n

N o r m a l f o r

P e r i o d 1 9 7 1 - 2 0 0 0 ( N a t i o n a l W e a t h e r S e r v i c e )


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I N C H

E S O F A V E R A G E M

O N T H L Y R A I N F A L L

F O R A R I Z O N A C I T I

E S A N D T O W N S

M

a r a n a

M e s a

N o g a l e s

P a g e

P a r k e r

P a y s o n

P h o e n

i x

P i n e t o p

P r e s c o

t t

S a f f o r d

J a n

1 . 0 9

1 . 0 1

1

. 3 1

0 . 6 1

0 . 8

7

2 . 3 3

0 . 8 3

2 . 0 0

1 . 5 8

0 . 7 4

F e b

1 . 2 5

0 . 9 9

1

. 0 9

0 . 4 8

0 . 7

0

2 . 3 4

0 . 7 7

1 . 9 0

1 . 8 7

0 . 7 8

M a r

0 . 7 9

1 . 1 9

1

. 0 0

0 . 6 6

0 . 6

5

2 . 6 8

1 . 0 7

1 . 6 3

1 . 9 1

0 . 6 1

A p r

0 . 4 6

0 . 3 3

0

. 4 9

0 . 5 0

0 . 1

7

1 . 1 5

0 . 2 5

0 . 8 8

0 . 7 6

0 . 2 2

M a y

0 . 1 7

0 . 1 7

0

. 3 2

0 . 4 0

0 . 0

9

0 . 6 6

0 . 1 6

0 . 8 3

0 . 6 4

0 . 2 7

J u n

0 . 1 4

0 . 0 6

0

. 5 4

0 . 1 4

0 . 0

2

0 . 3 7

0 . 0 9

0 . 7 2

0 . 4 0

0 . 3 1

J u l

1 . 3 8

0 . 8 9

4

. 2 7

0 . 5 8

0 . 2

7

2 . 4 2

0 . 9 9

2 . 8 2

2 . 8 7

1 . 4 5

A u g

2 . 1 7

1 . 1 4

4

. 2 4

0 . 6 9

0 . 6

1

2 . 9 7

0 . 9 4

3 . 7 2

3 . 2 8

1 . 7 2

S e p

0 . 5 5

0 . 8 9

1

. 6 8

0 . 6 6

0 . 5

7

1 . 8 1

0 . 7 5

2 . 5 9

2 . 0 7

1 . 1 2

O c t

0 . 7 3

0 . 8 1

1

. 8 4

0 . 9 9

0 . 3

2

1 . 8 9

0 . 7 9

1 . 8 4

1 . 2 8

1 . 1 0

N o v

0 . 4 4

0 . 7 7

0

. 7 8

0 . 5 6

0 . 3

3

1 . 7 0

0 . 7 3

1 . 7 4

1 . 2 5

0 . 5 6

D e c

1 . 1 5

0 . 9 8

1

. 4 7

0 . 4 8

0 . 5

7

1 . 7 5

0 . 9 2

1 . 9 3

1 . 2 8

0 . 9 1

A n n u a l

1 0 . 3 2

9 . 2 3

1 9

. 0 3

6 . 7 5

5 . 1

7

2 2 . 0 7

8 . 2 9

2 2 . 6 0

1 9 . 1 9

9 . 7 9

P r e c i p i t a t

i o n

N o r m a l f o r P e r i o d 1 9 7 1 - 2 0 0 0 ( N

a t i o n a l W e a t h e r S e r v i c e )


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I N C

H E S O F A V E R A G E M O N T H L Y R A I N F A L

L F O R A R I Z O N A C I T I E S A N D T O W N S

S c o t t s d a l e

S i e r r a V i s t a

S p r i n g e r v i l l e

T e m p e

T u b a C i t y

T u c s o n

W i l l c o x

W i l l i a m s

Y u m a

J a n

1 . 0 1

1 . 1 9

0 . 5 0

1 . 0 1

0 . 5 5

0 . 9 9

1 . 1 1

2 . 0 8

0 . 3 8

F e b

1 . 0 6

0 . 6 5

0 . 5 0

1 . 0 4

0 . 5 2

0 . 8 8

0 . 9 5

2 . 3 7

0 . 2 8

M a r

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