1964_WATER_POLLUTION_CONTROL_(GENERAL)_REGULATIONS — Page 44

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D 44

CAP. 358]

Water Pollution Control (General) Regulations

[1988 Ed.

[Subsidiary]

SECTION B. DETAILS OF PROPOSED DISCHARGE OR DEPOSIT

B1.

B2.

State approximate proportions of domestic sewage and industrial waste to be treated at the domestic sewage treatment plant-

Domestic sewage % of total flow (approx.)

Industrial waste % of total flow (approx.)

B3.

State at how many points the proposed discharge or deposit from the plant will enter--

(a) the waters of Hong Kong; or

(b) a public drain or public sewer.

B4.

In respect of each proposed discharge point, give particulars of the point at which the discharge or deposit will enter the waters of Hong Kong or a public drain or public sewer.

B5.

Describe every proposed discharge point in terms of dimensions, material, presence or absence of a diffuser, etc.

B6.

Describe in detail, with a flow chart, the proposed method of treatment of domestic sewage and industrial waste at the proposed plant and state the effluent standard for which it is designed.

B7.

Describe any stand-by facilities to be available in the event of breakdown of treatment equipment at the plant.

Will flow rates of the discharge or deposit be measured?

YES NO

If yes, state proposed method of measurement

B8.

Will the discharge or deposit be continuous or intermittent?

Intermittent Continuous

If intermittent, state the period during which the discharge or deposit is made on a working day. If the period varies from day to day or seasonally, describe how.

B9.

Estimate the following determinands of the proposed discharge or deposit after treatment. State the source of data upon which the estimates are based.

Determinand Unit Mean Minimum Maximum Flow rate m3/day 5-day biochemical oxygen demand mg/L Suspended solids mg/L Temperature °C Source of data

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2026-05-05 16:33:46 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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D 44 CAP. 358] Water Pollution Control (General) Regulations [1988 Ed. [Subsidiary] SECTION B. DETAILS OF PROPOSED DISCHARGE OR DEPOSIT B1. B2. State approximate proportions of domestic sewage and industrial waste to be treated at the domestic sewage treatment plant- Domestic sewage % of total flow (approx.) Industrial waste % of total flow (approx.) B3. State at how many points the proposed discharge or deposit from the plant will enter-- (a) the waters of Hong Kong; or (b) a public drain or public sewer. B4. In respect of each proposed discharge point, give particulars of the point at which the discharge or deposit will enter the waters of Hong Kong or a public drain or public sewer. B5. Describe every proposed discharge point in terms of dimensions, material, presence or absence of a diffuser, etc. B6. Describe in detail, with a flow chart, the proposed method of treatment of domestic sewage and industrial waste at the proposed plant and state the effluent standard for which it is designed. B7. Describe any stand-by facilities to be available in the event of breakdown of treatment equipment at the plant. Will flow rates of the discharge or deposit be measured? YES NO If yes, state proposed method of measurement B8. Will the discharge or deposit be continuous or intermittent? Intermittent Continuous If intermittent, state the period during which the discharge or deposit is made on a working day. If the period varies from day to day or seasonally, describe how. B9. Estimate the following determinands of the proposed discharge or deposit after treatment. State the source of data upon which the estimates are based. Determinand Unit Mean Minimum Maximum Flow rate m3/day 5-day biochemical oxygen demand mg/L Suspended solids mg/L Temperature °C Source of data
Baseline (Original)
D 44 CAP. 358] Water Pollution Control (General) Regulations [1988 Ed. [Subsidiary] SECTION B. DETAILS OF PROPOSED DISCHARGE OR DEPOSIT Bl. B2. B3. B4. BS. B6. B7. State approximate proportions of domestic sewage and industrial waste to be treated at the domestic sewage treatment plant- Domestic sewage Industrial waste % of total flow (approx.) % of total flow (approx.) State at how many points the proposed discharge or deposit from the plant will enter-- (a) the waters of Hong Kong; or (b) a public drain or public sewer. In respect of each proposed discharge point, give particulars of the point at which the discharge for deposit will enter the waters of Hong Kong or a public drain or public sewer. Describe every proposed discharge point in terms of dimensions, material, presence or absence of a diffuser, etc. Describe in detail, with a flow chart, the proposed method of treatment of domestic sewage and industrial waste at the proposed plant and state the effluent standard for which it is designed. Describe any stand-by/facilities to be available in the event of breakdown of treatment equipment at the plant. Will flow rates of the discharge or deposit be measured? YES NO If yes, state proposed method of measurement B8. B9. Will the discharge of deposit be continuous or intermittent? Intermittent Continuous If intermittent, state the period during which the discharge or deposit is made on a working day. If the period varies from day to day or seasonally, describe how. Estimate the following determinands of the proposed discharge or deposit after treatment. State the source of data upon which the estimates are based. Determinand Flow rate Unit Mean Minimum m3/day Maximum 5-day biochemical oxygen demand mg/L Suspended solids mg/L Temperature °C Source of data
2026-05-05 16:33:46 · Baseline
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D 44

CAP. 358]

Water Pollution Control (General) Regulations

[1988 Ed.

[Subsidiary]

SECTION B. DETAILS OF PROPOSED DISCHARGE OR

DEPOSIT

Bl.

B2.

B3.

B4.

BS.

B6.

B7.

State approximate proportions of domestic sewage and industrial waste to be treated at the domestic sewage treatment plant-

Domestic sewage

Industrial waste

% of total flow (approx.)

% of total flow (approx.)

State at how many points the proposed discharge or deposit from the plant will enter--

(a) the waters of Hong Kong; or

(b) a public drain or public sewer.

In respect of each proposed discharge point, give particulars of the point at which the discharge for deposit will enter the waters of Hong Kong or a public drain or public sewer.

Describe every proposed discharge point in terms of dimensions, material, presence or absence of a diffuser, etc.

Describe in detail, with a flow chart, the proposed method of treatment of domestic sewage and industrial waste at the proposed plant and state the effluent standard for which it is designed.

Describe any stand-by/facilities to be available in the event of breakdown of treatment equipment at the plant.

Will flow rates of the discharge or deposit be measured?

YES

NO

If yes, state proposed method of measurement

B8.

B9.

Will the discharge of deposit be continuous or intermittent?

Intermittent

Continuous

If intermittent, state the period during which the discharge or deposit is made on a working day. If the period varies from day to day or seasonally, describe how.

Estimate the following determinands of the proposed discharge or deposit after treatment. State the source of data upon which the estimates are based.

Determinand

Flow rate

Unit Mean Minimum

m3/day

Maximum

5-day biochemical

oxygen demand

mg/L

Suspended solids

mg/L

Temperature

°C

Source of data

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