Excerpts from an Article in
With Bio-Safe One's answer in yellow.
"A lot of people don't realize that the greater part of the value of a house is buried outside in the yard."
We at Bio-Safe One absolutely agree with this statement.
"If the solids in the tank are allowed to rise to the level of the outlet port they can clog the distribution box, the perforated drainage pipes and the drain field itself."
Bio-Safe One Septic Solution will help prevent this because the solids in the septic tank are mainly organic material, pressurized by water, and the bacteria in Bio-Safe One Septic Solution will attack the bonds, shrinking the solids and sludge by 100%.
"If you have to replace a septic system, you could easily be looking at a cost of anywhere from $10,000 to $70,000 depending on whether or not the drainage field has to be replaced at the same time.
Doesn't it make sense to spend $4 per month to save $15,000 or more to eliminate the hazard to your health and safety as well as frequent pump-outs (which use chemicals)? This is truly preventive maintenance!
"If the grass is greener over your septic field that it means there is water pooling underneath, the water will eventually come to the surface causing a water spot to develop, then the local Health Inspector can shut you down."
Why wait for trouble?! By Using Bio-Safe One Septic Solution for .12 cents a day you can avoid spending a $10,000 or $70,000 bill. It's the cheapest insurance in the world.
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Pomeroy R.D., Johnson and Bailey, 1974, Process Design Manual for "Sulfide Control in Sanitary Sewage Systems," U.S. EPA Technology Transfer
Ronayne M.P., R.C. Paeth and S.A. Wilson, 1982, "Final Report: Oregon Onsite Experimental Systems program," Oregon Department of Environmental Quality.
Seabloom Robert W., Dr., 1982, "Septic Tank Performance Compartmentation, Efficiency and Stressing, "Professor, Department of Civil Engineering, University of Washington, Seattle, Washington.
Septic Tank and household Sewage Systems Design and Use, 1970 May, 1980. (citations from the Engineering index Data Base). Source:NTISearch NIS 170p.
Sridhar, M.K.C.; Pillai, S.C. Enzymic Approach to the Study of Sewage and Sludges. Author Affiliation: Indian inst. Of Sci, Bangalore, India Source: Environmental Pollution v 6 n 3 Apr 1074 p 195-220.
Stuth, Wm. Sr., 1993 "Effect of screened vault technology in a two compartment tank," lab results.
Taber, W.A. 1996, Wastewater Microbiology Ann, Rev. Microbial. 30:263-277.
Tyler, E.J., R.B. Corey and M.U. Olotu., 1978 "Potential Effects of Water Softener use on Septic tank Soil Absorption Onsite Wastewater Systems,"Final Report to the Water Quality Research Council
University of Wisconsin, January 1975, "Papers by Small Scale Waste Management Project."
U.S. Environmental Protection Agency, 1991. Manual: alternative wastewater collection systems. EPA/625/1-91-024
U.S. Environmental Protection Agency, 1980. Design Manual-Onsite Wastewater Treatment and Disposal Systems. U.S. Department of Health, Education, and Welfare, formerly U.S. Public Health Service, 1957 reprinted 1972. Manual of Septic Tank Practice, Publication No. 326.
Vinneberger, John H. Timothy, 1984, "Septic-Tank Systems, A Consultant s Toolkit, Volume II the Septic Tank", Butterworth Publishers/Ann Arbor Science.
Water Pollution Control Federation, 1986, "Alternative Sewer Systems,"Manual of Practice. MOP No. FD-12.
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Weibel, S.R., et al. 1949, "Studies of Household Sewage Disposal Systems," U.S. Public Health Service.
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