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Free T2 math worksheet

10 problems for the California T2 water treatment exam, at least one from each topic. Work them with the conversion sheet and a calculator; the answer key with worked solutions starts on a new page.

T2 water treatment math worksheet

California T2 water treatment operator exam · 10 problems

Name: ______________________________ Date: ______________

Use the CA Exam Conversion Sheet (revised 4/30/2026) and a calculator.

  1. 1. A liquid chemical weighs 10.9 lbs per gallon. What is its specific gravity?

    Chemical feed and solutions

    • A) 0.175
    • B) 1.31
    • C) 1.46
    • D) 0.765
  2. 2. A flow transmitter is scaled 4 mA = 0 GPM and 20 mA = 2,600 GPM. The SCADA input reads 6.9 mA. What flow does that represent?

    Unit conversions and pressure

    • A) 377 GPM
    • B) 471 GPM
    • C) 1,120 GPM
    • D) 897 GPM
  3. 3. A 6-inch well casing holds a 435-ft column of water. How many pounds of 65% HTH are needed to dose the water in the casing at 25 mg/L?

    Chlorination and CT

    • A) 0.819 lbs
    • B) 0.410 lbs
    • C) 0.205 lbs
    • D) 0.308 lbs
  4. 4. A 17 ft × 18 ft filter runs all day at 3.2 GPM/ft². How many gallons does it produce per day?

    Filtration and removal

    • A) 58,800 GPD
    • B) 161,000 GPD
    • C) 10,500,000 GPD
    • D) 1,410,000 GPD
  5. 5. A round clearwell is 55 ft in diameter with water 11 ft deep. Flow through it is 3,250 GPM. What is the detention time in minutes?

    Flow, velocity and detention

    • A) 90.2 min
    • B) 120 min
    • C) 60.1 min
    • D) 240 min
    Round tank 55 ft in diameter, water 11 ft deep, flow 3,250 GPM.55 ft diameter11 ftwater depth3,250 GPM
  6. 6. A cylindrical storage tank is 40 ft in diameter with water 14 ft deep. How many gallons does it hold?

    Area and volume

    • A) 17,600 gal
    • B) 132,000 gal
    • C) 3,290 gal
    • D) 526,000 gal
    Round tank 40 ft in diameter, water 14 ft deep.40 ft diameter14 ftwater depth
  7. 7. Before pumping, the water level in a well is 28 ft below ground. After pumping for several hours it stabilizes at 127 ft below ground. What is the drawdown?

    Wells, pumps and power

    • A) 77.5 ft
    • B) 99.0 ft
    • C) 155 ft
    • D) 127 ft
    Well: static water level 28 ft below ground, pumping water level 127 ft below ground.Static 28 ftPumping 127 ft
  8. 8. An operator dissolves 95 lbs of alum in 85 gallons of water. What is the percent strength of the solution by weight?

    Chemical feed and solutions

    • A) 5.90%
    • B) 11.8%
    • C) 3.93%
    • D) 8.85%
  9. 9. The water surface in a reservoir is 121 ft above a pressure gauge on a closed (static) main. What should the gauge read?

    Unit conversions and pressure

    • A) 26.2 psi
    • B) 52.4 psi
    • C) 16.0 psi
    • D) 39.3 psi
    Water 121 ft above a pressure gauge reading an unknown pressure.? psi121 ftabove gauge
  10. 10. A chlorinator fed 247 lbs of chlorine in one day to a flow of 6.3 MGD. What was the dose in mg/L?

    Chlorination and CT

    • A) 3.53 mg/L
    • B) 2.35 mg/L
    • C) 4.70 mg/L
    • D) 0.213 mg/L

Answer key: T2 water treatment math worksheet

  1. 1. B) 1.31

    1. Specific Gravity = Chemical Weight (lbs/gal) ÷ 8.34 [Sheet p.1, Solutions: "Specific Gravity (SG) = Chemical Weight (Lbs/Gal) / 8.34"] = 10.9 ÷ 8.34 = 1.307. 2. Answer: 1.31 (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Solutions: "Specific Gravity (SG) = Chemical Weight (Lbs/Gal) / 8.34"

  2. 2. B) 471 GPM

    1. Process Units = (Live Signal − 4 mA) × Process Range ÷ 16 mA [Sheet p.1, Electrical/SCADA: "Process Units = (Live Signal (mA) - 4 mA) x Process Range / 16 mA"]. 2. (6.9 − 4) = 2.9 mA; 2.9 × 2,600 ÷ 16 = 471.25 GPM. 3. Answer: 471 GPM (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Electrical/SCADA: "Process Units = (Live Signal (mA) - 4 mA) x Process Range / 16 mA"

  3. 3. C) 0.205 lbs

    1. Volume = .785 × D² × Height × 7.48 [Sheet p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"], with D = 6 in ÷ 12 [12 in = 1 ft]. 2. = .785 × (6 ÷ 12)² × 435 × 7.48 = 638.6 gal. 3. MG = 638.6 ÷ 1,000,000 = 0.0006386 MG [Sheet p.1, Unit Definition: "MG Million Gallons" (1 MG = 1,000,000 gal)]. 4. HTH Solid (lbs) = MG × mg/L × 8.34 ÷ (Strength/100) [Sheet p.1, Chlorination: "HTH Solid (lbs) = MG x mg/L x 8.34 / (Strength (%)/100)"] = 0.0006386 × 25 × 8.34 ÷ 0.65 = 0.2048 lbs. 5. Answer: 0.205 lbs (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"; p.1, Unit Definition: "MG Million Gallons" (1 MG = 1,000,000 gal); p.1, Chlorination: "HTH Solid (lbs) = MG x mg/L x 8.34 / (Strength (%)/100)"

  4. 4. D) 1,410,000 GPD

    1. Filter area = 17 × 18 = 306 ft² [Sheet p.1, Area and Volume: "Area of Rectangle = Length x Width"]. 2. Daily Filter Production = Filter Area × (GPM/ft²) × 1440 [Sheet p.2, Filtration: "Daily Filter Production (GPD) = Filter Area (Ft2) x (GPM/Ft2) x 1440"] = 306 × 3.2 × 1440 = 1,410,048 GPD. 3. Answer: 1,410,000 GPD (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Area and Volume: "Area of Rectangle = Length x Width"; p.2, Filtration: "Daily Filter Production (GPD) = Filter Area (Ft2) x (GPM/Ft2) x 1440"

  5. 5. C) 60.1 min

    1. Volume = .785 × 55² × 11 × 7.48 = 195,384 gal [Sheet p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"]. 2. DT (Min) = Volume (Gal) ÷ Flow (GPM) [Sheet p.1, Sedimentation: "DT (Min) = Volume (Gal) / Flow (GPM)"] = 195,384 ÷ 3,250 = 60.12 min. 3. Answer: 60.1 min (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"; p.1, Sedimentation: "DT (Min) = Volume (Gal) / Flow (GPM)"

  6. 6. B) 132,000 gal

    1. Cylinder Volume (Gal) = .785 × D² × Height × 7.48 [Sheet p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"]. 2. = .785 × 40 × 40 × 14 × 7.48 = 131,528 gal. 3. Answer: 132,000 gal (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Area and Volume: "Cylinder Volume (Gal) = .785 x D2 x Height or Length (Ft) x 7.48"

  7. 7. B) 99.0 ft

    1. Drawdown = pumping water level − static water level (the denominator of [Sheet p.1, Pumping: "Specific Capacity (GPM/Ft) = Well Yield (GPM) / Drawdown (Ft)"]). 2. = 127 − 28 = 99 ft. 3. Answer: 99.0 ft.

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Pumping: "Specific Capacity (GPM/Ft) = Well Yield (GPM) / Drawdown (Ft)"

  8. 8. B) 11.8%

    1. Water weight = 85 gal × 8.34 lbs/gal = 708.9 lbs [Sheet p.1, Units and Conversion Factors, row 16: "1 Gal (H2O) = 8.34 lbs"]. 2. Solution total weight = 95 + 708.9 = 803.9 lbs. 3. Chemical in Solution (%) = Dry Chemical × 100 ÷ Solution Total Weight [Sheet p.1, Solutions: "Chemical in Solution (%) = Dry Chemical (Lbs) x 100 / Solution Total Weight (lbs)"] = 95 × 100 ÷ 803.9 = 11.82%. 4. Answer: 11.8% (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Units and Conversion Factors, row 16: "1 Gal (H2O) = 8.34 lbs"; p.1, Solutions: "Chemical in Solution (%) = Dry Chemical (Lbs) x 100 / Solution Total Weight (lbs)"

  9. 9. B) 52.4 psi

    1. 1 Ft (H₂O) = 0.433 PSI [Sheet p.1, Units and Conversion Factors, row 12: "1 Ft (H2O) = 0.433 PSI"]. 2. Pressure = 121 ft × 0.433 psi/ft = 52.393 psi. 3. Answer: 52.4 psi (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Units and Conversion Factors, row 12: "1 Ft (H2O) = 0.433 PSI"

  10. 10. C) 4.70 mg/L

    1. mg/L = lbs ÷ (MG × 8.34) [Sheet p.1, Solutions: "mg/L = lbs / (MG x 8.34)"] = 247 ÷ (6.3 × 8.34) = 247 ÷ 52.542 = 4.701 mg/L. 2. Answer: 4.70 mg/L (rounded to 3 significant figures).

    Source: CA Exam Conversion Sheet (Revised 4/30/2026), p.1, Solutions: "mg/L = lbs / (MG x 8.34)"

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