An engineer is preparing bid documents for a small-diameter sewer project consis

Question

An engineer is preparing bid documents for a small-diameter sewer project consisting of 20,000 ft of 6, 8, and 12 in. sewers. The sewers are typically 6 to 8 ft deep with minimal groundwater, possibly a few feet above the sewer during the wet season. There are house service connections approximately every 50 ft. The typical distance between considering including CIPP, modified sliplining, close-fit, pipe bursting, and sliplining methods in the bid documents. Are these methods good applications for this project? Why or why not?

Explanation / Answer

Yes these methods are good.The engineer consider all the required things for better working and think about the future also.

Manhole are placed at a proper distances.

Manhole openings are considered according to the code.

Diameter of the sewers also good and having different diameters so that required diameter sewer will be placed at required places.

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