RCER-2010, Volume II, Form PA-W3 - Industrial Wastewater to IWTP

Royal Commission Environmental Regulations-2010RCER-2010,Volume II, Environmental Permit Program, Form PA-W3 Industrial Wastewater to IWTP

PERMIT APPLICATION FOR AUTHORIZATION TO DISCHARGE INDUSTRIAL WASTEWATER TO AN INDUSTRIAL WASTEWATER

TREATMENT FACILITY

1. INDUSTRIAL WASTEWATER GENERATION:

Provide schematic flow diagrams showing rate of wastewater generation including the flow rate (m3/day) and significant quality parameters concentration from each process unit or source.

Diagram No. _________________

2. DISCHARGE RATE OF INDUSTRIAL WASTEWATER:

Average discharge rate (m3/day)

Maximum design discharge rate, (m3/day)

Maximum discharge rate during normal operation(m3/hour)Discharge point location (RC and UTM coordinates)

Sources and quantity of wastewater being discharged

Source (s) Average Quantity(m3/day)

Maximum Quantity(m3/hour)

3. WASTEWATER PRE-TREATMENT SYSTEM:

a) Is there a wastewater pre-treatment system

[ ] Yes [ ] No

If the answer is no, go to question 4

W3-1Facility: ______ Initials: ______


b) Provide Best Available Techniques (BAT) analysis for the wastewater pre-treatment (for new and modified facilities only)

List the relevant section/ page numbers in the attachment

c) Describe the wastewater pre-treatment system including:

i. Process description for the pretreatment plant.


ii. Design details of all the effluent handling units with associated PFD's (include data on design loading rates and design pollutant removal efficiencies)


Process Flow Diagram No. _________________

iii. Treatment chemicals (if any) and the quantity to be used (Insert more rows of there is a need)

Chemical (s) Average

Quantity(kg/day)

Maximum Quantity(kg/hr)

iv. Will the pre-treatment of the wastewater lead to any source of air emissions

[ ] Yes [ ] No



If yes, confirm that air emissions are included in Form PA-A6 “Fugitive Emissions”

[ ] Yes [ ] No

4. WASTEWATER QUALITY – NORMAL OPERATIONS:

Complete the following table providing information on the composition of the wastewater effluent during normal operations. Where a pre-treatment system is used, include the influent composition to the pre-treatment system.



Parameter* Influent concentration (mg/l)

Effluent concentration (mg/l)

Daily Average

Hourly Maximum

Daily Average

Hourly Maximum

*As per Table 3B of RCER-2010, Volume I and other parameters if any

5. INDUSTRIAL WASTEWATER QUALITY - UPSET CONDITIONS/ TURNAROUNDS

a) Provide details on the wastewater generated during upset conditions or turnarounds

Frequency of upsets _____ times every ______ year(s)Frequency of turnarounds _____ times every ______ year(s)

Average discharge rate (m3/day):

Maximum discharge rate (m3/hour):

b) Sources and quantity of wastewater being discharged during such conditions

Source (s) Average Quantity(m3/day)

Maximum Quantity(m3/hour)

c) Procedures for ensuring that wastewater generated meets RC criteria:




d) Complete the following table providing information on the composition of the wastewater effluent during upset conditions/ turnarounds. Where a pre -treatment system is used, include the influent composition to the pre-treatment system:

Parameter* Influent concentration (mg/l)

Effluent concentration (mg/l)

Daily Average

Hourly Maximum

Daily Average

HourlyMaximum

* As per Table 3B of RCER-2010, Volume I and other parameters if any

6. HOLDING POND

a) Provide information on the holding pond that will retain 72 hours of industrial wastewater

Maximum discharge quantity in 3 days (m3):

Capacity of the Holding Pond(m3):

b) Provide design details of the Pond(s):

i. Construction/design basisii. Dimensions

iii. Inlet and outlet structuresiv. Liner characteristics v. Oil/water or solids separation devices


Design Drawing No. _________________

7. INDUSTRIAL WASTEWATER DISCHARGE LOCATION



Will the industrial wastewater be discharged to the IWTP?

[ ] Yes, via sewer [ ] Yes, via tanker [ ] No

If via sewer, provide pump station number and RC and UTM coordinates ______________

If no or via tanker, provide justification


8. SAMPLING

a) Provide location of sampling points, flow meter, flow totalizer, auto-sampling system and any continuous monitoring analyzers

Drawing No. _________________

b) Provide the construction plan for of the cabin to be built outside facility boundary for housing the auto-sampling system

Drawing No. _________________

c) Provide details of any continuous monitoring analyzers used for effluent monitoring


d) Identify a list of parameters to be regularly monitored and reported to the Royal Commission in the monthly self-monitoring reports

Parameter* Frequency

* As per Table 3B of RCER-2010, Volume I and other parameters if any

9. SLUDGE GENERATION



Provide details of the sludge generated from the system (Insert more rows if necessary.)

Type of Sludge

Quantity

(t/month)

Hazardousproperties

Hazardous

Constituents

Method of On-site

Storage

On site Treatme

nt

Disposal

Method

Frequency of

Disposal

Will this sludge lead to any source of air emissions? [ ] Yes [ ] No

If yes, confirm that air emissions are included in Form PA-A6 “Fugitive Emissions”.

[ ] Yes [ ] No


RCER-2010, Volume II, Form PA-W3 - Industrial Wastewater to IWTP

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