TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE C: WATER POLLUTION
CHAPTER I: POLLUTION CONTROL BOARD
PART 306 PERFORMANCE CRITERIA
SECTION 306.502 ALTON COMBINED SEWER OVERFLOW DISCHARGES


 

Section 306.502  Alton Combined Sewer Overflow Discharges

 

a)         The discharge from the Piasa-State Street Sewer, defined as being at Mississippi River mile 202.64, shall not be subject to the provisions of 35 Ill. Adm. Code 304.106, 304.120, 304.121 and 304.124 during the following conditions:

 

1)         Prior to replacement of the existing Locks and Dam 26, when the tailwater elevation exceeds 415.3 Mean Sea Level (MSL); or

 

2)         After replacement of Locks and Dam 26, where the pool level exceeds elevation 420 MSL at Mississippi River miles 203.12 and 203.22 (Piasa and State Street Outlets relocated).

 

b)         Discharges from the City of Alton at Mississippi River miles 201.66 (Shields Valley), 202.24 (Central Avenue), 203.12 (Piasa Outlet), 203.22 (State Street Outlet), 203.61 (Summit Street), 203.87 (Bluff Street) and 204.30 (Turner Tract), shall be subject to the following conditions:

 

1)         The overflow structures and the associated interceptor sewer shall be protected against intrusion by flood waters and be maintained operational at flood stages from Mississippi River backflow for a 25-year Mississippi River flood state, except as follows:

 

Overflow

Structure

River

Mile

Protection Level

Mean Sea Level (MSL)

River Stage

Piasa Outlet

203.12

420.0

State Street

Outlet

203.22

420.0

Summit Street

203.61

426.7

Bluff Street

203.87

426.7

Turner Tract

204.30

426.7

 

2)         The City of Alton shall maintain the south side interceptor sewer system in such working condition so as to ensure that the system will flow at a maximum capacity.

 

3)         No later than the date of completion of Lock and Dam 26 the south side interceptor pump station shall be upgraded to a design capacity of a minimum of 13.7 million gallons per day.

 

c)         Discharges from the combined sewer overflows designated in subsection (b) shall not be subject to the treatment requirements of Section 306.305(a) and (b) provided that:

 

1)         The City of Alton shall maintain the south side interceptor sewer system in such working condition so as to ensure that the system will flow at a maximum capacity.

 

2)         The South side interceptor pump station shall be upgraded to a design capacity of a minimum of 13.7 million gallons per day.

 

(Source:  Added at 12 Ill. Reg. 11229, effective June 15, 1988)