Performance Standards Enumerated.
Frequency Bank In Cycles Per Second | Sound Pressure Level Decibels Re 0.0002 dyne-cm (2) |
|---|---|
0-75 | 65 |
75-150 | 50 |
150-300 | 44 |
300-600 | 38 |
600-1,200 | 35 |
1,200-2,400 | 32 |
2,400-4,800 | 29 |
Above 4,800 | 26 |
If objectionable noises due to intermittence, beat frequency or hammering exist or if the noise is not smooth and continuous, corrections shall be made to the above tables by subtracting five decibels from each decibel level given. |
Effluent from a treatment plant shall at all times comply with the standards of the New Jersey Department of Environmental Protection or the following regulations, whichever is more restrictive. | |
Maximum five day biochemical oxygen demand | Five parts per million |
Maximum quantity of effluent | 10% of minimum daily stream flow |
Maximum five day biochemical oxygen demand after dilution (B.O.D. of effluent multiple by quantity divided by quantity of stream flow) | 0.25 part per million |
Maximum total solids | 5,000 parts per million |
Maximum Phenol | 0.01 parts per million |
No effluent shall contain any other acids, oils, dust, toxic metals, corrosive or other toxic substances in solution or suspension which would create odors, discolor, poison, or otherwise pollute the stream in any way. | |
Performance Standards Enumerated.
Frequency Bank In Cycles Per Second | Sound Pressure Level Decibels Re 0.0002 dyne-cm (2) |
|---|---|
0-75 | 65 |
75-150 | 50 |
150-300 | 44 |
300-600 | 38 |
600-1,200 | 35 |
1,200-2,400 | 32 |
2,400-4,800 | 29 |
Above 4,800 | 26 |
If objectionable noises due to intermittence, beat frequency or hammering exist or if the noise is not smooth and continuous, corrections shall be made to the above tables by subtracting five decibels from each decibel level given. |
Effluent from a treatment plant shall at all times comply with the standards of the New Jersey Department of Environmental Protection or the following regulations, whichever is more restrictive. | |
Maximum five day biochemical oxygen demand | Five parts per million |
Maximum quantity of effluent | 10% of minimum daily stream flow |
Maximum five day biochemical oxygen demand after dilution (B.O.D. of effluent multiple by quantity divided by quantity of stream flow) | 0.25 part per million |
Maximum total solids | 5,000 parts per million |
Maximum Phenol | 0.01 parts per million |
No effluent shall contain any other acids, oils, dust, toxic metals, corrosive or other toxic substances in solution or suspension which would create odors, discolor, poison, or otherwise pollute the stream in any way. | |