Appendix 2: Self-Test Answer Keys
Competency D1
Self-Test 1
- c. Holding tanks and privies
- a. A plumber
- c. Private Inspector
- d. Recreational
- b. The septic tank
- a. The field piping
- b. BOD5
- d. Houses discharging > 22700 litres/day
- b. Dispersal area
- a. A soil analysis
Self-Test 2
- a. Type 1
- b. CAN/CSA B66-00
- c. Septics
- d. A filter
- a. Dosing
- b. Type 2
- d. Trickling or gravity distribution
- a. Speed levelers
- b. Access risers
- c. 18-36 inches
- b. Aerobic
- c. Trickling
- a. A float switch
- a. Pressure distribution
- c. Gravelless Infiltrator®
- b. Seepage bed
- d. Transpiration
- b. Alberta At Grade
- d. BC Zero Discharge Lagoon
- c. CTDS
Self-Test 3
- c. Primary treatment
- d. Secondary
- b. De-chlorination
- a. Sludge treatment
- b. A sanitary landfill
Self-Test 4
- d. Gather information from the owner
- b. Daily design flow
- d. 1645 litres/day
- a. 50%
- c. 937.5 litres/day
- a. 2, 1, 3, 4
- b. Hydraulic loading rate
- c. Restrictive layer
- d. Vertical separation
- a. Soil horizon
- b. Blinding layer
- b. The clay will block flow through it
- a. Flow through it will be too fast
- c. Use an above grade system or a lagoon
- a. Minutes per inch
- a. Table II-5
- c. Table II-7
- a. AIS divided by trench width
- d. Lightweight, non-woven geotextile over the gravel
- b. 1.8 m
- b. More than 15 cm
- b. 15 cm
- d. A toilet flange
- c. 90 cm
- c. 4” or 6”
Self-Test 5
- b. Shorter distance between inlet and outlet pipes
- c. Quiescent
- d. 3 times the DDF
- b. 75% to 50% of the total working volume
- d. 5 years
- a. Lower cost of pumpouts over time
- b. [latex]\tfrac{1}{8}[/latex]”/ft ([latex]\tfrac{1}{100}[/latex])
- d. Through the building sewer
- b. Risers
- b. 15 cm
- b. 50 cm
- c. 100 feet (30 m)
- b. 10 feet (3 m)
- c. 100 feet (30 m)
- d. 3 metres (10 feet)
Competency D2
Self-Test 6
- b. 61 cm (24 inches)
- a. ½ inch of mercury
- b. 67%
- d. 150 cm (60 inches)
- d. Flow
- d. 8 years
- a. Biomat
- c. It slows the flow and gives more time for filtration
- c. Flush bleach periodically
- d. Frequent dosing pump failure
- d. The formation of hydrochloric acid
- a. Polyethylene
- c. Plastic tanks don’t have removeable lids
- c. Their cost and size are relatively small
- b. Shocking the system