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newSchoolWorks.com › VoTechWorks › Agriculture, Environment & Public Service › Agriculture / Horticulture / Landscaping › Irrigation Systems: Design, Installation, and Maintenance › Lesson 5
AGR-HORT49-04 · Lesson 5 · 14 clock hours · lab

System Design and Layout

Objective. Students produce a complete, dimensioned, zone-by-zone irrigation design on graph paper for an assigned residential site, including a component schedule and precipitation-rate calculations.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional in the field or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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System Design and Layout

A well-designed irrigation system delivers the right amount of water to each plant type, minimizes waste, and stays within the hydraulic limits of the water supply. Before you draw a single head on paper, you must understand the site, the water source, and the design principles that hold everything together.

Step 1 — Read the Site Plan

Start with a scaled site plan that shows property lines, structures, turf areas, planting beds, trees, and the water meter location. Measure the plan with a ruler, confirm the scale, and walk the actual site when possible. Note slopes, shading, soil type, and microclimates. These observations drive every decision that follows.

Step 2 — Identify Hydrozones

A hydrozone is a group of plants with similar water needs, sun exposure, and soil conditions that can be irrigated together on a single schedule. Turf grass is almost always its own hydrozone because it needs more frequent, shallower watering than most shrubs. Shade beds, full-sun perennial beds, drip-irrigated vegetables, and trees each typically form separate hydrozones. Mixing plants with very different needs in one zone wastes water and stresses plants — this is one of the most common design errors. On your checklist, mark each zone with a color and label the water requirement (high, moderate, or low).

Step 3 — Know Your Water Supply

Measure or obtain from the utility the static water pressure at the meter (pounds per square inch, PSI) and the available flow rate (gallons per minute, GPM). Pressure loss occurs through the meter, backflow preventer, main line, valves, and pipe friction. Your design must keep operating pressure at each head within the manufacturer's rated range — too little pressure produces poor coverage; too much causes fogging and mist drift. A pressure-reducing valve (PRV) may be needed if static pressure is high.

Critical safety note: Every irrigation system connected to a potable water supply must include a code-compliant backflow prevention device — typically a pressure vacuum breaker (PVB) or reduced-pressure zone (RPZ) assembly — installed according to local plumbing codes. This device protects drinking water from contamination. Never omit or bypass it.

Step 4 — Select and Space Heads

Choose head types to match the zone: rotors for large turf areas, fixed spray heads for small or narrow turf strips, and drip or micro-irrigation for beds and trees. The foundational spacing rule is head-to-head coverage: each head must reach the adjacent head. This is written on manufacturer data sheets as the recommended radius at a given pressure and nozzle.

Mixed precipitation rates (MPR) nozzles are designed so that heads of different arc sizes (90°, 180°, 360°) in the same zone all apply water at the same rate. Always use matched-precipitation nozzles when mixing arc sizes in one zone.

On the graph paper, place heads at corners and edges first, then fill the interior, keeping spacing at or inside the listed radius. Draw the coverage circle with a compass set to the radius at scale.

Step 5 — Calculate Precipitation Rate

The precipitation rate (PR) tells you how many inches of water per hour a zone applies. The standard formula is:

PR (in/hr) = (96.25 × GPM per head × number of heads) ÷ area (sq ft)

All heads in a zone should produce precipitation rates within 15% of each other. A significant mismatch means some areas are over- or under-watered during a single run.

Step 6 — Route Pipe and Size It

The mainline runs from the meter/backflow preventer to each zone valve. Lateral lines run from the valve to the heads within that zone. Pipe must be sized so velocity stays below about 5 feet per second to prevent water hammer and excessive friction loss. Friction loss tables (Hazen-Williams or manufacturer charts) guide pipe diameter selection. Common residential laterals are ¾-inch or 1-inch polyvinyl chloride (PVC) or polyethylene (PE) tubing; mains are typically 1-inch or larger depending on total system flow.

Step 7 — Complete the Component Schedule

A component schedule is a table that lists, for every zone: head type, quantity, nozzle size, operating pressure (PSI), flow per head (GPM), total zone flow (GPM), and valve size. This table lets you verify that no zone exceeds the available flow, that valve sizes match zone flow, and that the controller has enough stations.

Step 8 — Draw the Controller Wiring Diagram

After the instructor approves the schedule, draw a simple wiring diagram showing the controller, each zone valve solenoid, the common wire, and the master valve or flow sensor if specified. Label each wire with its zone number.

Safety on the Job Site

When transitioning from design to installation, wear appropriate personal protective equipment (PPE): safety glasses when cutting pipe, gloves when handling PVC primer and solvent cement (use in ventilated areas), and steel-toed boots when digging. Locate all underground utilities before digging — call 811 (USA) before every excavation. When working near trenching equipment, follow your employer's safety protocols. If using power trenchers or compactors, lockout/tagout procedures apply during blade changes and maintenance.

Key terms8

HydrozoneA group of plants with similar water requirements, sun exposure, and soil conditions that are irrigated together on one schedule.
Precipitation rate (PR)The depth of water applied per hour by a zone, expressed in inches per hour; calculated from head GPM, number of heads, and area covered.
Head-to-head coverageA spacing standard requiring each irrigation head to reach the adjacent head with its spray radius, ensuring uniform distribution.
Matched precipitation rate (MPR) nozzleA nozzle engineered so that heads of different arc sizes apply water at the same precipitation rate when used in the same zone.
Backflow preventerA code-required device that stops contaminated water from flowing backward into the potable water supply; common types include pressure vacuum breakers and reduced-pressure zone assemblies.
Component scheduleA design table listing every head type, quantity, GPM, nozzle size, operating pressure, valve size, and total zone flow for verification and installation.
Static water pressureThe water pressure measured at the supply point when no water is flowing, expressed in pounds per square inch (PSI).
Friction lossPressure lost as water moves through pipe, fittings, and valves due to resistance; increases with flow rate and decreases with larger pipe diameter.

Worked examples4

1. A spray zone covers a 20 ft × 30 ft rectangular turf area (600 sq ft). You place 4 heads, each with a nozzle rated at 1.5 GPM. What is the precipitation rate for this zone?
  1. Identify the values: GPM per head = 1.5, number of heads = 4, area = 600 sq ft.
  2. Apply the formula: PR = (96.25 × GPM per head × number of heads) ÷ area.
  3. Multiply: 96.25 × 1.5 × 4 = 577.5.
  4. Divide: 577.5 ÷ 600 = 0.9625 in/hr.
  5. Round to two decimal places: PR ≈ 0.96 in/hr.
Answer: The precipitation rate for this zone is approximately 0.96 inches per hour.
2. A second zone on the same site uses 6 heads each rated at 1.5 GPM and covers 900 sq ft. Does its precipitation rate match the first zone (0.96 in/hr) within 15%?
  1. Calculate PR for the second zone: PR = (96.25 × 1.5 × 6) ÷ 900.
  2. Multiply numerator: 96.25 × 1.5 × 6 = 866.25.
  3. Divide: 866.25 ÷ 900 = 0.9625 in/hr ≈ 0.96 in/hr.
  4. Find 15% tolerance of first zone rate: 0.96 × 0.15 = 0.144; acceptable range = 0.816 to 1.104 in/hr.
  5. Compare: 0.96 in/hr falls within 0.816–1.104 in/hr.
Answer: Yes. The second zone's PR of 0.96 in/hr matches the first zone exactly and is well within the 15% tolerance.
3. A rotor zone has 3 heads at 2.0 GPM each and 2 heads at 3.0 GPM each covering 1,400 sq ft. What is the precipitation rate, and does the mix of GPM values suggest a design problem?
  1. Calculate total GPM: (3 × 2.0) + (2 × 3.0) = 6.0 + 6.0 = 12.0 GPM total.
  2. Use total GPM directly: PR = (96.25 × total zone GPM) ÷ area = (96.25 × 12.0) ÷ 1,400.
  3. Multiply: 96.25 × 12.0 = 1,155.
  4. Divide: 1,155 ÷ 1,400 = 0.825 in/hr.
  5. Check individual head PRs: the 2.0 GPM heads apply less water per unit area than the 3.0 GPM heads if coverage areas per head are similar — heads should be matched-precipitation nozzles or the same GPM rating so no individual area is over- or under-watered within the zone.
Answer: The zone PR is approximately 0.83 in/hr, but mixing heads with different GPM ratings without matched-precipitation nozzles creates uneven application within the zone — a design problem that should be corrected.
4. A zone valve must handle a zone with 5 spray heads at 1.8 GPM each. What is the total zone flow, and why does this number matter for valve and pipe sizing?
  1. Calculate total zone flow: 5 × 1.8 = 9.0 GPM.
  2. Valve sizing: select a valve whose rated flow range includes 9.0 GPM at the operating pressure on your design.
  3. Pipe sizing: the lateral pipe from the valve to the heads must carry 9.0 GPM; check that velocity stays at or below about 5 ft/sec using a friction-loss chart to select the correct pipe diameter.
  4. Also verify that 9.0 GPM does not exceed available supply flow when combined with any other zones running simultaneously (residential systems typically run one zone at a time).
Answer: Total zone flow is 9.0 GPM. This value determines minimum valve size and lateral pipe diameter to maintain safe flow velocity and adequate pressure at each head.

The math in this lesson2

Learners compute precipitation rate as 96.25 × GPM × heads ÷ area for spray zones.
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Brush up in the math halls at newSchoolWorks.com:
In class: Students receive a residential site plan (scaled, showing property lines, structures, planting beds, turf areas, trees, and meter location) and use a design checklist to identify hydrozones, then sketch a preliminary head layout by hand. · Head spacing and zone layout: using manufacturer spacing recommendations and the precipitation-rate formula from Lesson 3, students finalize head positions, draw pipe routing (main and laterals), and assign each zone a calculated precipitation rate that matches within the same zone. · Component schedule completion: students fill in a table listing every head type, quantity, GPM, nozzle size, operating pressure, valve size, and total zone flow; instructor reviews the schedule against the plan for consistency before the student draws the controller wiring diagram.
Materials: Graph paper (1/8-inch grid), scaled site plans, ruler, compass, colored pencils, manufacturer catalog pages, design checklist, scientific calculator
Check: Completed design package reviewed against a rubric: hydrozones correctly identified, precipitation rates balanced within 15% across heads in each zone, all components scheduled, pipe sized correctly — pass requires 80% rubric score with no unsized main or unprotected water supply.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

Irrigation Design
1. What is the primary purpose of dividing a landscape into hydrozones during irrigation design?
Irrigation Design / Calculations
2. A spray zone covers 800 sq ft and has 4 heads each flowing at 2.0 GPM. Using the formula PR = (96.25 × GPM per head × number of heads) ÷ area, what is the precipitation rate?
Irrigation Design
3. Which statement best describes the head-to-head spacing principle?
Irrigation Design
4. A design has two spray heads in the same zone: one 90° arc and one 360° arc, both with standard nozzles of the same GPM. What problem does this create?
Water Quality and Safety / State Pesticide and Licensing Knowledge
5. Which device is required by code on all residential irrigation systems connected to a potable water supply?
Irrigation Design / NALP Landscape Industry Certified
6. When completing a component schedule, which of the following pieces of information must be recorded for every zone?
Irrigation Design / Calculations
7. Two zones in the same design have precipitation rates of 0.80 in/hr and 0.95 in/hr. Which of the following is correct?
Job-Site Safety
8. Before excavating a trench for an irrigation mainline, what is the first safety action a worker must take?
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