A. The owner of a structure on a lot in the Village who requires sanitary sewage service shall, at his own expense, construct and maintain a Private Individual Onsite Sewage Disposal System meeting the applicable regulations of the County of Lake and applicable ordinances of the Village, unless the Village has authorized and constructed a Public Sanitary Sewer to provide service to the lot. If a Private Individual Onsite Sewage Disposal System should fail, and cannot be replaced, an expansion system as regulated by this Municipal Code shall be constructed, or if such construction is impossible, an experimental system approved by the Lake County Health Department and the Village shall be constructed.
B. Pipe for Water Mains and Service Connections.
1. Completed design and materials in accordance with SSWSMCI, Division IV, Section 40 with the following exceptions:
a. All fasteners, bands and other non-cast or ductile iron fittings and accessories shall be approved plastic or non-ferrous metal.
b. Asphaltic or epoxy coatings must be provided on all cast or ductile iron fittings.
c. A continuous, insulated twelve (12) gauge copper wire suitable for direct burial shall be laid on top of or immediately adjacent to PVC, HDPE or other approved non-metallic piping to provide for pipe tracing following construction. This wire shall be securely terminated inside every valve vault with an exposed lead of at least twelve (12) inches. A mechanically secure and soldered connection shall be provided for all wire splices.
d. All taps two (2) inches and smaller for mainline connections shall use stainless steel, full body double bolt tapping saddles, Smith-Blair #372 or approved equal.
e. All taps, other than services two (2) inches and smaller, shall be made with pressure tapping sleeve and valve. Such taps shall be enclosed in vaults, minimum five (5) feet diameter.
2. Pipe materials approved for installation shall be limited to the following:
a. Type K copper pipe in accordance with ASTM B88 and B251 for water services (only) up to two (2) inches in diameter. The minimum service diameter shall be one (1) inch. Service lines, valves and fittings shall be suitable for use with pressures to 150 psi.
b. Ductile iron pipe conforming to ANSI A 21.50 (AWWA C150) designed per ANSI A 21.50 (AWWA C150) with minimum wall thickness corresponding to Class 52. Pipe must be cement lined per ANSI A 21.4 (AWWA C104) and encased for corrosion protection with wrapper meeting ANSI/AWWA Standard C 105/A21.5. Wrap shall be extended for a minimum of three (3) feet up from all copper water service connections.
(1) Fittings shall conform to ANSI A21.10. Connections may be made with flanged or push on mechanical joints. Elastomeric seals for push-on joints shall comply with ASTM F477 and shall be pressure rated in accordance with ASTM D3139.
(2) Where ductile iron pipe is used with copper services, an electrical insulating coupling shall be provided at the service tap for corrosion protection from stray electrical currents.
c. Polyvinyl Chloride (PVC or PVCO) pressure rated pipe (SDR) and fittings meeting ASTM D4336, ASTM D2241 and AWWA C900, C905 or C909 for watermain or service applications four (4) inch diameter and above. PVC C900 and C905 pipe shall have a maximum SDR of 18. PVCO C909 pipe shall have a minimum SDR of 33. PVC piping shall be provided in cast (ductile) iron pipe outside diameter sizes. Connections may be made with flanged or push-on joints with elastomeric seals meeting. ASTM 3139 and ASTM F477. No solvent cement joints will be allowed. Flanged joints are required for all connections to pumps, valves and other serviceable pipeline appurtenances.
d. High Density Polyethylene (HDPE) meeting the applicable requirements of ASTM D2239, D3035 and AWWA C901 (1" ID through 3" ID) or C906 (nominal 4" and above). Pipe shall have a minimum pressure rating of 150 psi and minimum wall thickness corresponding to DR 11 for PE3408 or minimum DR 9.3 for PE2406 or PE3406. Joints and fittings shall be fusion bonded in accordance with ASTM F1290. Mechanical joints will be considered but subject to pre-approval by LCPW. Any such restraint or fitting shall be approved for use by the pipe manufacturer. HDPE pipe shall be provided in ductile (cast) iron pipe outside diameter sizes (DIOD).
C. All interior drain and vent pipe must be either cast iron, copper or PVC as listed in Appendix A of the 2004 Illinois Plumbing Code as "Approved Building Drainage/Vent Pipe."
D. Except as set forth elsewhere in this Section, all below grade, cast in slab, or exterior sanitary drain pipe must be either cast iron or PVC as listed in Appendix A of the 2004 Illinois Plumbing Code as "Approved Materials for Building Sewer."
E. Pipe Materials for Sanitary Sewer Services. Completed design and materials must be in accordance wit Standard Specifications for Water and Sewer Main Construction in Illinois, Division III, Section 34 with the following exceptions:
1. All metal fittings and fasteners shall be stainless steel.
2. Pipe materials approved for installation shall be limited to the following:
a. Pressure rated solvent weld or pressure rated gasketed PVC, CPVC or PVCO pipe, schedule 40, or a minimum one hundred (100) psi pressure class pipe with SDR no greater than twenty- six (26) meeting the following standards:
Item | Type | ASTM | AWWA |
Pipe | PVC | D1785 OR D2241 | C900 |
Pipe | CPVC | F441 | C905 |
Pipe | PVCO | C909 | |
Pressure Joints | Solvent weld | D2564 and F656 | |
Pressure Joints | Elastomeric seals | D3139 and F477 |
b. Ductile iron pipe conforming to ASA A21.51 (AWWA C1151) with an approved biogenic corrosion resistant liner (Griffin Pipe/LaFarge Aluminates Sewpercoat, ACIPCO Polybond Plus or approved equal), and otherwise meeting ANSI A21.4 (AWWA C-104). Wall thickness shall correspond to a minimum Class 52 designed per ANSI A21.50 (AWWA C-150). Pipe shall have push-on joints per ASA/AWWA C111/A21.11. Corrosion control shall be provided using polyethylene wrapping per ANSI/AWWA C105/A21.5.
c. High Density Polyethylene (HDPE) meeting the applicable requirements of ASTM D-2239, D-3035 and AWWA C-906. Pipe shall have a minimum pressure rating of one hundred (100) psi and minimum wall thickness corresponding to DR17 for PE3408 or minimum DR13.5 for PE2406 or PE3406. Joints and fittings shall be fusion bonded in accordance with ASTM F-1290. Mechanical joints will be considered but subject to pre-approval by LCPW. Any such restraint or fitting shall be approved for use by the pipe manufacturer.
F. Maintain a horizontal separation of ten (10) feet between sanitary sewer and water services.
G. The bedding for PVC pipe shall be four (4) inches below pipe and twelve (12) inches above pipe, and for ductile iron pipe it shall be up to the spring line.
(Ord. 500, passed 6-3-2003; Am. Ord. 501, passed 8-19-2003; Am. Ord. 721, passed 6-19-2012)