The Illinois Plumbing Code, published by the State of Illinois, Inc., one copy of which is on file in the office of the Village Clerk, is adopted and incorporated as part of this Code as if set out at length and in full herein.
The following changes to the Illinois Plumbing Code are hereby adopted as follows:
1.) Deletions. The following Sections or Subsections are not adopted and are specifically excluded in their entirety, unless otherwise specified:
a. Section 890.320(1) (2) Joints and Fittings in Plastic Pipe for potable water.
b. Section 890. Appendix A, Table A, Approved Building Drainage/Vent Pipe, Item 12 reference to Polyvinyl Chloride (PVC) Pipe with Cellular Core only and footnote 4.
c. Section 890, Appendix A, Table A, Approved Materials for Water Service Pipe, Items 1,4, 7, 8, 9, 10, 11 and 12.
d. Section 890, Appendix A, Table A, Approved Materials for Water Distribution Pipe, Items 2, 5, 7, 8 and 9.
2.) Modifications. The following Sections shall be amended in the following respects:
a. Section 890.310 shall be amended to add at the end of the section the following words: "All copper water tubing, when installed underground shall be a minimum of Type K, and when above grade shall be a minimum of Type L."
b. Section 890.330(c) shall be amended to delete the reference to CPVC for potable water applications.
c. Section 890.340 f) Copper water tube is to be amended to add the following language at the end of the subsection:
i. Flared joint adapter shall be required at all water service supply lines two (2) inch or less with full port ball valve upstream of water meter.
ii. Soldered and/or braised fittings shall not be installed below grade.
3.) Section Additions. The following new Sections or Subsections shall be added at the appropriate location in their entirety:
a. Section 890.420 (a) (6) Pipe Cleanouts:
On multiple units with slab on grade construction a cleanout shall be extended to the exterior of foundation at end of building drain run(s) where feasible.
b. Section 890.1360 - Sanitary wastes below sewer: b) Design: add at end subsection no sump or ejector basin shall be less than 30" deep with minimum 14" sump below inlet pipe invert or of approved design specified by the manufacturer.
(Ord. 07-2643, passed 7-24-07; Am. Ord. 14-2989, passed 12-18- 14; Am. Ord. 15-3019, passed 10-1-15; Am. Ord. 16-3057, passed 6-2-16)