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EnviroTank Details & Certification
Report No 285/4102208-2
Page 4 of 5
EXAMINATION AND TEST (CONTINUED)
CLAUSE ASSESSMENT
4. TEST AND ASSESSMENTS (CONTINUED)
4.3 Test procedure for nominal size and class (continued)
The effluent samples taken during the test were examined for
their light liquid content. The results were as follows.
Maximum Actual
Light liquid (mg/l) light liquid (mg/l)
Sample 1 - 1.4 -
Sample 2 - 0.5 -
Sample 3 - 0.2 -
Sample 4 - 0.3 -
Sample 5 - 0.7 -
Average 5 0.6 Pass
4.4 Sludge traps
The sludge trap was constructed with a flow control device at
the inlet to reduce the inflow velocity and provide a uniform
flow pattern. Pass
The device was designed to avoid short circuit and allow
sediment to settle. Pass
The capacity for silt storage (C) was provided as a separate
upstream unit, manufacturers type QG 15. The capacity was
determined by calculations made from manufacturer's drawing
number 2271 dated 21 January 2000. Pass
Specified Actual
C(l) = 1500 min 1996 Pass
4.5 Closure devices
The separator was provided with an automatic closure device. Pass
The closure device was operated by the accumulated light
liquid. Pass
4.6 Access for cleaning and inspection of separator
The separator was provided with sufficient access points to
allow for inspection and cleaning of the internal chamber. Pass
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