1. American Association of Civil Engineers and Water Pollution Control Federation. 1982. Gravity Sanitary Sewer: Design and Construction.

2. ASTM D 1784. 1990. Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. Philadelphia.

3. ASTM D 2152. 1980. Standard Test Method for Degree of Fusion of Extruded Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone Immersion. Philadelphia.

4. ASTM D 2241. 1989. Standard Specification for Poly(Vinyl Chloride)(PVC) Plastic Pipe (SDR-PR). Philadelphia.

5. AWWA C900. 1989. AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. through 12 in. for Water. Denver.

6. AWWA C905. 1988. AWWA Standard for Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14 in. through 36 in. Denver.

7. AWWA Standards M11, M9, M23, C150, C200, C206, C300, C301, C303, C400, C401, C402, C403, C900, C901, C905, and C950; American Water Works Association, Denver.

8. Bauer, D. E. 1990. 15 Year Old Polyvinyl Chloride (PVC) Sewer Pipe: A Durability and Performance Review. In Buried Plastic Pipe Technology, ASTM STP 1093. George S. Buczala and Michael J. Cassady, eds. Philadelphia.

9. Berens, A. R. 1985. Prediction of Organic Chemical Permeation through PVC Pipe. Journal of AWWA 77 (11): 57 65.

10. Bishop, R. R, 1983. Course Notebook. Logan: Utah State University.

11. Bishop, R. R. 1981. Time Dependent Performance of Buried PVC...