Schedule J - Industrial Treatment Works Construction Or Pretreatment Works
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4Instructions for Application for Construction/Operation Permit for Industrial
Treatment/Pretreatment Works
Schedule J
This application form is intended for applications for Permits or Authorizations to Construct or Permits to Operate industrial
treatment works or pretreatment works. Schedule J must be submitted with a WPC-PS-1 Form.
All blanks must be filled. When the question is not applicable to your project write "not applicable" or "N.A."
1.1
The name of the project must be the same as that indicated in WPC-PS-1.
1.2.1 Give the location of the discharge point to the nearest quarter section including section, township, range and
principal meridian.
1.2.2 Give the location of the discharge point and degrees, minutes, and seconds by interpolation from a quadrangle
map.
1.2.3 Name of U.S. Geological Survey Quandangle Map used in making above determinations.
2. Such a description and schematic waste flow diagram should show the flow of the water from the source to the treatment works.
The diagram should specifically include both routine and potential sources of contamination. It may be that information included
for this subject could be included on the schematic diagram required in Part 3 below. If this is the case, so indicate and do
not duplicate other information provided.
3.1
A schematic wastewater flow diagram must be submitted. It should generally conform to the following description:
A line drawing of waste water flow through the facility producing the proposed discharges. Average flow rates should be
shown for various waste waters. Specific treatment processes are to be indicated.
A location map is also required. The map should generally conform to the following:
A map showing the location of each discharge structure including any and all outfall devices, dispersive devices, and
non-structural points of discharge. The usual meridian arrow showing north as well as the map scale must be shown.
On all maps of rivers, the direction of the current is to be indicated by an arrow. Preferably this location map should be
done on a copy of U.S. Geological Survey Quadrangle Map for the area involved.
Plans and specifications: For instruction on completion or plans and specifications please refer to the instructions for
Schedule D Treatment Works Item 3.
4. Receiving Stream: Please refer to the instructions on receiving stream for Schedule D - Item 4. If the industrial waste treatment
or pretreatment is tributary to a municipal sanitary, storm, or combined sewer, signatures of the appropriate municipal or
sanitary district official should be provided on Form WPC-PS-1 in Items 5.5 and 5.6 and a current copy of the industrial waste
ordinance must be provided.
5. The Agency's design criteria mandates that waste treatment facilities shall be located at an elevation which is not subject to
flooding or otherwise be adequately protected against flood damage. Therefore, it will not be acceptable to include in a design
the possibility of the waste treatment facilities being subject to flooding at any time regardless of the extent of the flooding.
6. The approximate time schedule is requested to allow the scheduling of Agency field engineering personnel to begin visits to
the waste treatment facility site. The date of completion and the date of operation are expected to be essentially the same.
The 100 percent design load to be reached by the year indicated is essentially the design year at which time additional facilities
must be provided to treat additional waste load to the treatment plant if necessary.
7.5
Contact the Illinois Water Survey in Urbana.
7.6
See the definition of dilution ratio in Chapter 3 Illinois Pollution Control Board Regulations.
8.1.2 Use maximum daily flow for last twelve months.
11. Rule 601(a) of the Illinois Pollution Control Board Chapter 3 Regulations indicates that all treatment works and associated
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