BASEMENT DRAINS

SUMP PUMPS AND ROOF DRAINS
 

The District's present sewer system, completed in 1982, continues to carry and treat excess volume entering the lines either through an individual basement drain or leaky building service lines. This water does not require treatment and must be eliminated from the system. An estimated excess of 33+ million gallons is infiltrating into the system from these sources. Infiltration cost the customers of the District more than $35,000 annually.
 

Infiltration from these drains and leaking lines during heavy rain storms overloads the Augusta Sewerage Treatment Plant's capacity. In order to accommodate the excess load, combined storm water and untreated sewer overflow is directly discharged, by license, into the Kennebec River. Time is fast approaching when the District will no longer be allowed by State and Federal authorities to discharge this untreated overflow to the river. Additionally, this 33 million-gallon capacity would best be utilized to support new commercial and residential growth which would be of economic benefit to the community.
 

In 1987 the District created and charged an additional rate structure for building drains. This rate was implemented to provide a fair but additional charge to customers with known basement drains and was based upon a point rating schedule determined by the James W Sewall Co. of Old Town, Maine. It was also hoped that these customers would recognize the cost ineffectiveness of this charge and voluntarily eliminate their basement drains and direct infiltrating ground water to a surface drainage via basement sump pumps but, unfortunately, this did not occur.
 

In 1996, the District estimated that as many as l00 property owners continue to allow ground water to infiltrate the sewer system via basement drains and service lines. Therefore, the District initiated bolder steps in controlling the expenses caused by infiltration. The District inspected all properties within its service area throughout 1996. The primary purpose for conducting the inspection was to inspect all sewer and drain lines for illegal connections, conduct dye testing to locate building service line leaks and inspect previously - plugged drains to ascertain their integrity. The district established a new rating structure for basement drains being:

1996 BASEMENT DRAIN RATING SYSTEM

Rating #1               Garage drain located above grade of surrounding ground

Rating #2               Drains with no evidence of water flow. No water stains on floors or support

                                Basement dry and low humidity.

Rating #3               Drain with evidence of a small flow for a short period after a very severe

                                weather event, not annual. Basement dry and low humidity.

Rating #4               All other drains.

The problem was much greater than we had expected.

Our 1996 inspection revealed that many drains were not detected in our earlier inspection and some of the drains that were previously plugged by the homeowner had been reopened.
 
 

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