Royal Commission Environmental Regulations-2010RCER-2010,Volume II, Environmental Permit Program, Form PA-W2 Sanitary Wastewater to Red Sea

PERMIT APPLICATION FOR AUTHORIZATION TO DISCHARGE TREATED SANITARY WASTEWATER TO THE RED SEA (Yanbu Only)

1. DISCHARGE RATES

Source (s) Average Quantity(m3/day)

Maximum Discharge Quantity

(during normal operation)(m3/hour)

Maximum Design Quantity

(m3/day)

2. SANITARY WASTEWATER TREATMENT SYSTEM

Describe the wastewater treatment system (including the effluent handling units, data on design loading rates and design pollutant removal efficiencies)

List the relevant section/ page numbers in the attachment

Provide a flow diagram of the sanitary wastewater treatment system

Drawing No. _________________

Site plan indicating the discharge point at the plant and the location of discharge to the Red Sea (Note: Provide RC and UTM coordinates of discharge location)

Drawing No. _________________

3. WASTE WATER OTHER THAN SANITARY WASTE WATER TO THE SYSTEM

Whether the facility will discharge any waste water stream other than sanitary sewage to the sanitary waste water treatment system?

[ ] Yes [ ] NoIf yes, provide quality parameters for the influent stream

W2-1Facility: ______ Initials: ______

Royal Commission Environmental Regulations-2010RCER-2010,Volume II, Environmental Permit Program, Form PA-W2 Sanitary Wastewater to Red Sea

4. QUALITY PARAMETERS OF INFLUENT AND EFFLUENT FROM THE TREATMENT SYSTEM

Complete the following table providing information on each constituent that will or may be present in the wastewater stream (influent to the treatment system and treated effluent).

W2-2Facility: ______ Initials: ______

Royal Commission Environmental Regulations-2010RCER-2010,Volume II, Environmental Permit Program, Form PA-W2 Sanitary Wastewater to Red Sea

Parameter* Influent concentration (mg/l)**

Effluent concentration (mg/l)

Daily Average

Daily Maximum

Daily Average

Daily Maximum

* As per Table 3C of RCER 2010 Volume I and other parameters if any* *Provide the influent concentration only if other waste water streams are also joining in the sanitary waste water treatment system.

5. SLUDGE GENERATION

Details of sludge generated from the effluent handling and treating units shall be provided in the following table (Insert more rows if there is a need).

Type of Sludge

Quantity (t/y)

Properties Method of on-site storage

Disposal Method

Frequency of Disposal

W2-3Facility: ______ Initials: ______