Section 327 IAC 3-6-7 - Issuance requirements for sanitary sewer construction permitsAuthority: IC 13-13-5; IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC 13-15-2-1; IC 13-18-2
Affected: IC 13-11-2; IC 13-15; IC 13-18
Sec. 7.
The application for any construction permit required by this article shall be denied unless the applicant submits evidence of the following:
(1) The peak daily flow rate, in accordance with section 11 of this rule generated in the area that will be collected by the project system, will not cause overflowing or bypassing in the collection system from locations other than NPDES authorized discharge points.(2) Sufficient capacity exists in the receiving water pollution treatment/control facility to treat the additional daily flow.(3) The receiving water pollution treatment/control facility will remain in compliance with applicable NPDES permit effluent limitations.(4) The sanitary sewer or collection system that is the subject of the construction permit application is to connect to a water treatment/control facility that has been completed and put into operation.(5) The proposed collection system does not include new combined sewers or a combined sewer extension to existing combined sewers.Water Pollution Control Board; 327 IAC 3-6-7; filed May 17, 1999, 12:11 p.m.: 22 IR 3088; readopted filed Apr 11, 2005, 2:45 p.m.: 28 IR 2470; readopted filed Jun 15, 2011, 11:15 a.m.: 20110713-IR-327110193BFAReadopted filed Jun 29, 2017, 9:34 a.m.: 20170726-IR-327170225BFAReadopted filed 5/12/2023, 1:07 p.m.: 20230607-IR-327230079BFA