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Groundwater in the Great Lakes Basin

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Table 3.<br />

Washtenaw County, Michigan, Time of Sale – Historical Comparisons.<br />

Year Number of Evaluations Percent Failure<br />

2003 807 18<br />

2002 881 20<br />

Overall 3,451 17<br />

Table 4.<br />

Wayne County, Michigan, Transfer Evaluation Summary,<br />

February 2000 - December 2003.<br />

Year<br />

Number of<br />

Evaluations<br />

Number of<br />

Failures<br />

2000 108 22 20.37<br />

2001 100 32 32.0<br />

2002 121 31 25.6<br />

2003 112 31 22.67<br />

Total 441 116 26.30<br />

Percent Failure<br />

Washtenaw County, Michigan, time-of-sale records<br />

reveal that of <strong>the</strong> 3,451 evaluations s<strong>in</strong>ce 2000 17% of<br />

septic systems had failures of some type (Table 3). A<br />

Wayne County, Michigan, transfer evaluation summary<br />

from February 2000 to December 2003 shows that of<br />

441 evaluations <strong>the</strong>re were 116 failures (Table 4). The<br />

number of failures is <strong>in</strong>creas<strong>in</strong>g as <strong>the</strong> number of U.S.<br />

systems older than <strong>the</strong>ir 30-year life span cont<strong>in</strong>ues<br />

to <strong>in</strong>crease (Gorman, personal communication).<br />

Consider<strong>in</strong>g <strong>the</strong> large number of septic systems <strong>in</strong><br />

<strong>the</strong> <strong>Great</strong> <strong>Lakes</strong> region, <strong>the</strong> potential for widespread<br />

groundwater contam<strong>in</strong>ation is immense.<br />

In some communities authorities are offer<strong>in</strong>g grants to<br />

upgrade septic systems. For example, <strong>the</strong> Essex Region<br />

Conservation Authority (ERCA) is offer<strong>in</strong>g grants of<br />

up to $5,000 (ERCA, 2008; “ERCA offers,” 2008). There<br />

are an estimated 12,000 faulty septic systems <strong>in</strong> <strong>the</strong><br />

Essex County, Ontario, region (“Clean water,” 2006). In<br />

<strong>the</strong> nearby community of <strong>Lakes</strong>hore faulty septic tanks<br />

from 400 homes <strong>in</strong> <strong>the</strong> community are believed to be<br />

<strong>the</strong> ma<strong>in</strong> cause of water pollution contam<strong>in</strong>at<strong>in</strong>g Lake<br />

St. Clair (Rennie, 2006).<br />

O<strong>the</strong>r undertak<strong>in</strong>gs <strong>in</strong>clude a $400,000 supplemental<br />

environmental project by Fort Wayne, Indiana, to<br />

elim<strong>in</strong>ate fail<strong>in</strong>g septic systems (USEPA, 2007).<br />

FAILURE PREVENTION – REGULAR<br />

MAINTENANCE AND BACKWASH FLUSHING<br />

Careful landscap<strong>in</strong>g of <strong>the</strong> soil absorption bed, awareness<br />

of <strong>in</strong>puts (e.g., wastes disposed <strong>in</strong> s<strong>in</strong>ks, garbage<br />

disposals and toilets should be easy to break down)<br />

and regular pump<strong>in</strong>g, ma<strong>in</strong>tenance and upgrades will<br />

prolong septic tank life (Septic Tanks, 2004; Veritec<br />

Consult<strong>in</strong>g, 2004; Manitoba Conservation, 2006). A<br />

typical family will discharge enough material fibers<br />

or l<strong>in</strong>t down <strong>the</strong> dra<strong>in</strong> to carpet a liv<strong>in</strong>g room every<br />

year. These fibers are a major cause of clogged pipes or<br />

plugged absorption bed soil, caus<strong>in</strong>g septic systems to<br />

fail (Septic Tanks, 2004). Garbage disposal systems are<br />

also extremely hard on septic systems (Rafter, 2005). To<br />

prevent failures, septic tank pump<strong>in</strong>g frequency should<br />

be based on tank capacity and household size (Table 5).<br />

A study by Veritec Consult<strong>in</strong>g (2004), commissioned<br />

by Manitoba Conservation (2006), was designed to<br />

provide <strong>in</strong>formation to assist homeowners <strong>in</strong>stall<strong>in</strong>g<br />

septic fields to more appropriately size <strong>the</strong>ir absorption<br />

fields and to identify options to reduce wastewater<br />

load. Veritec concluded that reduc<strong>in</strong>g <strong>the</strong> flow of<br />

wastewater through <strong>the</strong> septic tank by <strong>in</strong>stall<strong>in</strong>g<br />

water conserv<strong>in</strong>g fixtures (e.g., low-flush toilets and<br />

dual-flush technology, front-load<strong>in</strong>g clo<strong>the</strong>s washers<br />

and low-flow shower heads), spac<strong>in</strong>g out water use<br />

throughout <strong>the</strong> day of week (i.e., avoid do<strong>in</strong>g all<br />

laundry on one day) and keep<strong>in</strong>g fixtures <strong>in</strong> good repair<br />

can help prolong septic life. See http://www.gov.mb.ca/<br />

conservation/envprograms/wastewater/ma<strong>in</strong>tenance/<br />

<strong>in</strong>dex.html. The reduction allowed time for solids to<br />

61

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